AVENIR COMMUNITY DEVELOPMENT
DISTRICT

CITY OF PALM BEACH GARDENS REGULAR BOARD MEETING
& Public Hearings January 26, 2023
12:30 P.M.

Special District Services, Inc.
The Oaks Center 2501A Burns Road
Palm Beach Gardens, FL 33410

www.avenircdd.org 561.630.4922 Telephone 877.SDS.4922 Toll Free 561.630.4923 Facsimile

AGENDA
AVENIR COMMUNITY DEVELOPMENT DISTRICT
2501A Burns Road
Palm Beach Gardens, Florida 33410 Call-in #: 877-402-9753; 4411919
REGULAR BOARD MEETING & PUBLIC HEARING’S
January 26, 2023
12:30 p.m.

Call to Order
Proof of Publication	Page 1
Establish Quorum
Additions or Deletions to Agenda
Comments from the Public for Items Not on the Agenda
Approval of Minutes
December 15, 2022 Regular Board Meeting	Page 2
Public Hearing – Levy Non Ad-Valorem Assessments – Avenir (AA3)
Consider Approval of Revised Fourth Amendment to the Fifth Supplemental
Engineer’s Report (AA3)	Page 9
Consider Approval of Preliminary First Supplemental Special Assessment
Methodology Report – Infrastructure Project for Special Assessment Bonds (AA3)	Page 86
Proof of Publication	Page 109
Receive Public Comments on Levying Assessments within Avenir (AA3)
Approval of the Avenir (AA3)
Consider Resolution No. 2023-01 – Levying Assessments within Avenir (AA3)	Page 113
Public Hearing – Clubhouse Rates
Proof of Publication	Page 114
Receive Public Comments on Amended Club Rates
Consider Resolution No. 2023-02 – Amending Club Rates	Page 116
Old Business
New Business
Consider Ratification of Agreement for Professional Services Relating to Avenir Spine
Road 5 Seacoast Utility Authority Easements (Caulfield & Wheeler)	Page 119
Clubhouse
Clubhouse Management Update	Page 123
Administrative Matters
Board Member Comments
Adjourn

PALM BEACH

STATE OF FLORIDA COUNTY OF PALM BEACH:

Before the undersigned authority personally appeared ANGELINA GARAY, who on oath says that he or she is the LEGAL CLERK, Legal Notices of the Palm Beach Daily Business Review flk/a Palm Beach Review, a daily (except Saturday, Sunday and Legal Holidays)  newspaper, published at West Palm Beach in Palm Beach County, Florida; that the attached copy of advertisement, being a Legal Advertisement of Notice in the matter of

AVENIR COMMUNITY DEVELOPMENT DISTRICT - NOTICE IS HEREBY GIVEN THAT THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT, ET AL.

in the XXXX Court,
was published In said newspaper by print in the issues of and/or by publication on the newspaper's website, if authorized, on

10/17/2022

Affiant further says that the newspaper complies with all legal requirements for publication in chapter 50, Florida Sta1Utes.

(SEAL)
ANGELINA GARAY personally known to me

AVENIA COMMUNITY DEVELOPMENT DISTRICT FISCAL YEAR 2022/2023 REGULAR MEETING SCHEDULE
NOTICE IS HEREBY GIVEN that the
Board of Supervisors of the Avenir Community Development Dislnct wfll hold Regular Board Meetings at the offices of Special District Serv­ ices, Inc., 2501A Bums Road, Palm Beach Gardens, Florida 33410 at 12:30 p.m. on the following dales:
October 27, 2022
November 14, 2022
December 15, 2022
January 26, 2023
February 23, 2023
March 23, 2023 April27,2023 May 25, 2023
June 22, 2023
July 27, 2023
August 24. 2023
September 28, 2023
The purpose of the meetings Is to conduct any business coming before the Board. Meetings are open to the public and will be conduoted In accordance with the provisions of Flonda law. Copies of the Agendas fOf any of the meetings may be ob­ tamed from the District's website or
by contacting the Dlstnot Manager at 561-630-4922 and/or toll free at 1-877-737-4922 prior to the date of the particular meeting.
From time to time one or two Supervisors may participate by tele­ phone: the!efore. a speaker telephone wfll be present at the meeting loca­ tion so that SuperviSOfs may be fully informed of the discussions taking place. Said meeting(s) may be con­ tinued as found necessary to a time and place speclfied on the record.
II any person decides to appeal any dectsion made with respeot to any matter considered at these meetrngs, such person wrn need a record of the proceedlngs and such person may need to ensure that a verbatim recOfd of the proceedings is made at his or her own expense / and which record includes the testi- 1
mony and evidence on Which the appeal is based.
In accordance with the provisions of the Americans with Disabllities Act any person requiring speclal accommodations or an interpreter to participate at any of these meet­ ings should contact the District
Manager at 561-630-4922 and/or
toll free at 1-877-737-4922 at least seven (7) days prior to the date of the particular meeting.
Meetings may be cancelled from time to time without advertised notice. AVENIR community development district ww.v.avenlrcdd.org
10/17	22-24/0000625671P

AVENIR COMMUNITY DEVELOPMENT DISTRICT REGULAR BOARD MEETING
DECEMBER 15, 2022

CALL TO ORDER

The December 15, 2022, Regular Board Meeting of the Avenir Community Development District (the “District”) was called to order at 12:32 p.m. in the offices of Special District Services, Inc. located at 2501A Burns Road, Palm Beach Gardens, Florida 33410.

PROOF OF PUBLICATION

Proof of publication was presented which indicated that notice of the Regular Board Meeting had been published in The Palm Beach Daily Business Review October 17, 2022, as part of the District’s Fiscal Year 2022/2023 Meeting Schedule, as legally required.

ESTABLISH A QUORUM

A quorum was established with the following Supervisors in attendance: Chairperson Virginia Cepero, and Supervisors Daniel Lopez and Roberto Horowitz and it was in order to proceed with the meeting.

Also in attendance were: Jason Pierman of Special District Services, Inc.; District Counsel Michael Pawelczyk of Billing, Cochran, Lyles, Mauro & Ramsey, P.A.; District Engineer Carlos Ballbe of Ballbe & Associates (via phone); and Clubhouse Reps Rick Salvatore, Gina Sanchez and Sherry Ward.

Also present were: District Engineer Carlos Ballbe of Ballbe & Associates (via phone); Developer Representative Rosa Schechter (via phone); Andrew Karmeris of Special District Services, Inc.; Tanya McConnell of Avenir Development; and Steve Sanford of Greenberg Traurig.

ADDITIONS OR DELETIONS TO THE AGENDA

There were no additions or deletions to the agenda.

COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA

There were no comments from the public for items not on the agenda.

APPROVAL OF MINUTES
November 14, 2022, Regular Board Meeting

The minutes of the November 14, 2022, Regular Board Meeting were presented for consideration.

A motion was made by Mr. Lopez, seconded by Mr. Horowitz and passed unanimously approving the minutes of the November 14, 2022, Regular Board Meeting, as presented.

OLD BUSINESS

There were no Old Business items to come before the Board.

NEW BUSINESS
Consider Master Special Assessment Methodology Report (AA3) – 2023 Project

Mr. Karmeris presented the Master Special Assessment Methodology Report (AA3) – 2023 Project, noting that it had been reviewed by bond counsel, district counsel and the bond underwriter. He further noted that a preliminary supplemental report and final report would be created.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and unanimously passed approving the Master Special Assessment Methodology Report (AA3), 2023 Project, as presented.

Consider Resolution No. 2022-14 – Delegation Resolution – Avenir 2023 (AA3)

Mr. Sanford presented Resolution No. 2022-14, entitled:

RESOLUTION NO. 2022–14

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT (THE “DISTRICT”) HEREBY AUTHORIZING THE ISSUANCE IN ONE OR MORE SERIES OF ITS NOT EXCEEDING $100,000,000 AVENIR COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2023 (ASSESSMENT AREA THREE – MASTER INFRASTRUCTURE PROJECT) (THE “2023 BONDS”), TO FINANCE CERTAIN MASTER PUBLIC INFRASTRUCTURE WITHIN ASSESSMENT AREA THREE OF THE DISTRICT; DETERMINING THE NEED FOR A NEGOTIATED LIMITED OFFERING OF THE 2023 BONDS AND PROVIDING FOR A DELEGATED AWARD OF SUCH 2023 BONDS; APPOINTING THE UNDERWRITER FOR THE LIMITED OFFERING OF THE 2023 BONDS; APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION AND DELIVERY OF A BOND PURCHASE AGREEMENT WITH RESPECT TO THE 2023 BONDS; APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION AND DELIVERY OF A NINTH SUPPLEMENTAL TRUST INDENTURE GOVERNING THE 2023 BONDS; APPROVING THE APPLICATION OF THE MASTER TRUST INDENTURE DATED AS OF MAY 1, 2018 BY AND BETWEEN THE DISTRICT AND REGIONS BANK, AS TRUSTEE WITH RESPECT TO THE 2023 BONDS; APPROVING THE FORM OF A PRELIMINARY LIMITED OFFERING MEMORANDUM AND AUTHORIZING THE EXECUTION AND DELIVERY OF A FINAL LIMITED OFFERING MEMORANDUM; APPROVING THE FORM OF AND AUTHORIZING THE EXECUTION AND DELIVERY OF A CONTINUING DISCLOSURE AGREEMENT, AND APPOINTING A DISSEMINATION AGENT; APPROVING THE APPLICATION OF 2023 BOND PROCEEDS; AUTHORIZING CERTAIN MODIFICATIONS TO THE ASSESSMENT METHODOLOGY REPORTS AND ENGINEER’S REPORT; PROVIDING FOR THE REGISTRATION OF THE BONDS PURSUANT TO THE DTC BOOK-ENTRY ONLY SYSTEM; AUTHORIZING THE PROPER OFFICIALS TO DO ALL THINGS DEEMED NECESSARY IN CONNECTION WITH THE ISSUANCE, SALE AND DELIVERY OF THE 2023 BONDS; AND PROVIDING FOR SEVERABILITY, CONFLICTS AND AN EFFECTIVE DATE.

Mr. Sanford noted that the resolution would be amended to reflect a not-to-exceed amount of $100 Million. He further explained that the resolution sets parameters for the bond issuance, specifically that they be issued up to $100 Million, may be issued in multiple series, and sets the maturity, underwriter discount, and maximum interest rate of 6%. The resolution also approves the bond purchase agreement, LOM, continuing disclosures, and trust indenture. Mr. Sanford continued, stating that this was a limited offering, not a private placement, like past bonds, and recommended approval with the amended dollar amount.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously adopting Resolution No. 2022-14, as amended.

Consider Resolution No. 2022-15 – Declaring Special Assessments

Resolution No. 2022-15 was presented, entitled:

RESOLUTION NO. 2022-15

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT DECLARING SPECIAL ASSESSMENTS (ASSESSMENT AREA THREE); INDICATING THE LOCATION, NATURE AND ESTIMATED COST OF THOSE IMPROVEMENTS WHICH COST IS TO BE DEFRAYED IN PART BY THE SPECIAL ASSESSMENTS; PROVIDING THE PORTION OF THE ESTIMATED COST OF THE IMPROVEMENTS TO BE PARTIALLY DEFRAYED BY THE SPECIAL ASSESSMENTS; PROVIDING THE MANNER IN WHICH SUCH SPECIAL ASSESSMENTS SHALL BE MADE; PROVIDING WHEN SUCH SPECIAL ASSESSMENTS SHALL BE MADE; DESIGNATING LANDS UPON WHICH THE SPECIAL ASSESSMENTS SHALL BE LEVIED; PROVIDING FOR AN ASSESSMENT PLAT FOR ASSESSMENT AREA THREE; AUTHORIZING THE PREPARATION OF A PRELIMINARY ASSESSMENT ROLL; PROVIDING FOR A PUBLIC HEARING TO CONSIDER THE ADVISABILITY AND PROPRIETY OF SAID ASSESSMENTS AND THE RELATED IMPROVEMENTS; PROVIDING FOR NOTICE OF SAID PUBLIC HEARING; PROVIDING FOR PUBLICATION OF THIS RESOLUTION.

It was explained that the resolution allows the District to levy assessments for the AA3 project, and that it starts the process for the referenced maximum amount. It was noted that the acreage should be amended to reflect 385.61.

A motion was made by Ms. Cepero, seconded by Mr. Horowitz and passed unanimously adopting Resolution No. 2022-15, as amended.

Consider Resolution No. 2022-16 – Setting a Public Hearing on the Levy of Non-Ad Valorem Assessments

Mr. Pawelczyk presented Resolution No. 2022-16, entitled:

RESOLUTION NO. 2022-16

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT SETTING A PUBLIC HEARING TO BE HELD AT 12:30 P.M. ON JANUARY 26, 2023, AT THE OFFICES OF SPECIAL DISTRICT SERVICES, INC., 2501A BURNS ROAD, FLORIDA 33410, FOR THE PURPOSE OF HEARING PUBLIC COMMENT ON THE LEVY OF NON AD VALOREM SPECIAL ASSESSMENTS ON CERTAIN PROPERTY (ASSESSMENT AREA THREE) WITHIN THE BOUNDARIES OF THE DISTRICT PURSUANT TO CHAPTERS 190, F.S., 170, F.S., AND 197, F.S

Mr. Pawelczyk explained that this resolution sets the public hearing. It was noted that the acreage should be amended to reflect 385.61.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously adopting Resolution No. 2022-16, as amended.

Consider Ancillary Board Documents

Mr. Pawelczyk presented the ancillary bond documents, noting that they were in substantially final form, and will include additional information from the LOM, once the bonds are ready to close. He explained that the Assignment and Acquisition Agreement allows the District to fund items in the engineer report and accept construction contracts already in place, as well as allows the District to accept completed items; the Completion Agreement requires the developer to complete the projects contemplated in AA3, should there not be enough bond proceeds; the Lien of Record sets a lien on AA3 and provides a notice to buyers; the Collateral Assignment and Assumption of Development Rights stipulates that the District can take over if the developer does not pay assessments; the True-Up Agreement is used in the event that the number of units or land changes; and the Declaration of Consent to Jurisdiction is signed by the developer and agrees that the District was established correctly.

A motion was made by Ms. Cepero, seconded by Mr. Horowitz and unanimously passed approving the ancillary bond documents, in substantially final form.

Consider Agreement for Underwriter Services (FMS)

A motion was made by Ms. Cepero, seconded by Mr. Horowitz and passed unanimously approving the Agreement for Underwriter Services with FMS, as presented.

Consider Ratification of Agreement for Professional Services Relating to Lift Stations #13 & #14 (Caulfield & Wheeler)

Mr. Ballbe presented the agreement with Caulfield & Wheeler, explaining that it was for sketches and legals for Lift Stations 13 and 14.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously ratifying the agreement for professional services related to Lift Stations #13 and #14, as presented.

Consider Ratification of Agreement for Professional Services Related to the Avenir Pod 15 – Lake Interconnect Easements (Caulfield & Wheeler)

Mr. Ballbe presented the agreement with Caulfield & Wheeler in the amount of $4,620, explaining that it was for work needed to dedicate the easement to the District for lake interconnects.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously ratifying the agreement for professional services related to the Avenir Pod 15 – Lake Interconnect Easements, as presented.

Consider License Agreement for Installation of Lake Fountains

Mr. Ballbe and Mr. Pawelczyk presented the license agreement with GL Homes, explaining that GL Homes would install fountains and the District would take over ownership and maintenance responsibilities at a later date. This agreement is needed in order to allow the developer to install the fountains.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously approving the License Agreement for the installation of lake fountains, as presented.

Consider Ratification of Pod 15 Closing Documents
Maintenance Agreement
Lake Interconnect Easement
Landscape Maintenance Easement Agreement

Mr. Pawelczyk presented the maintenance agreements between the District and Pod 15 HOA, noting that it acknowledges that the District has improvements, including landscaping, that the HOA will maintain. The District will maintain the lakes and littorals. The lake interconnect agreement was prepared by Caulfield & Wheeler and has already been delivered.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and unanimously passed ratifying the agreements, as presented.

Consider Resolution No. 2022-17 – Ratifying Land Swap Agreement and Execution and Acceptance of Conveyance Documents

Mr. Pawelczyk presented Resolution No. 2022-17, entitled:

RESOLUTION NO. 2022-17

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT RATIFYING THE EXECUTION OF (1) A LAND SWAP AGREEMENT BETWEEN THE DISTRICT AND AVENIR DEVELOPMENT, LLC, AND (2) THE MULTIPLE CONVEYANCE DOCUMENTS ARISING OUT OF THE LAND SWAP AGREEMENT BY VIRGINIA CEPERO, AS CHAIR OF THE BOARD OF SUPERVISORS; ACCEPTING THE SPECIAL WARRANTY DEED AND OTHER CONVEYANCE DOCUMENTS PREPARED AND EXECUTED IN ACCORDANCE WITH THE LAND SWAP AGREEMENT; AND PROVIDING FOR AN EFFECTIVE DATE

Mr. Pawelczyk explained that the Board authorized the land swap at a previous meeting, and that the District received more land than it gave away. He noted that this resolution was for the record to show approval of the swap.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously adopting Resolution No. 2022-17, as presented.

Consider Spine Road Phase 4 – FPL Backbone Contract (SPF)

Mr. Ballbe presented Spine Road Phase 4 - FPL Backbone Contract with SPF, explaining that SPF would install the underground utilities. Mr. Pierman noted that an updated version of agreement, inclusive of Mr. Pawelczyk’s comments, was printed and signature.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously approving the Spine Road Phase 4 FPL Backbone Contract, as presented.

Consider Ratification of Agreement for Professional Services Related to the Avenir Pod 15 – CDD Maintenance Easements (Caulfield & Wheeler)

Mr. Ballbe presented the agreement, noting that the total cost was $2,620.

A motion was made by Ms. Cepero, seconded by Mr. Lopes and passed unanimously ratifying the agreement for professional services related to the Avenir Pod 15 – CDD maintenance easements, as presented.

Consider Ratification of FPL LED Agreement – Spine Road 4

Mr. Ballbe presented the agreement with FPL for lighting installation along Spine Road 4.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously ratifying the FPL LED Agreement, Spine Road 4, as presented.

CLUBHOUSE
Clubhouse Management Update

Mr. Salvatore presented the clubhouse management update, noting that holiday lighting was up and working, fitness classes were about to begin, palm trees would be trimmed in January, and the pump at the front entrance had been replaced due to a power surge. He also noted the need for an emergency call box for after-hours gym access, as well as upgraded pool deck gates for exits.

Discussion ensued regarding the need to add event rental fees for outside areas, as well as a fee for added hours. Mr. Pierman noted that staff would advertise a public hearing for either January or February to amend the fee structure.

Mr. Salvatore asked the Board their preference regarding pool hours, with the Board agreeing that access should be granted until 10:00 p.m.

Mr. Pierman noted that Mr. Salvatore had suggested adding dog waste stations along Avenir Drive to help alleviate the amount of dog waste that was being discarded in trash bins. The cost is $500 each, and Mr. Salvatore recommended adding four stations.

A motion was made by Ms. Cepero, seconded by Mr. Lopez and unanimously passed approving the installation of four dog waste stations.

ADMINISTRATIVE MATTERS

There were no Administrative Matters to come before the Board.

BOARD MEMBER COMMENTS

There were no further Board Member comments.

ADJOURNMENT

There being no further business to come before the Board, a motion was made by Ms. Cepero, seconded by Mr. Lopez and passed unanimously adjourning the Regular Board Meeting at 1:20 p.m.

ATTESTED BY:

Secretary/Assistant Secretary	Chairperson/Vice-Chair

AVENIR COMMUNITY DEVELOPMENT
DISTRICT

FOURTH AMENDMENT TO THE FIFTH SUPPLEMENTAL ENGINEER'S REPORT

ASSESSMENT AREA THREE
Prepared for:
Board of Supervisors
AVENIR Community Development District

Prepared by:

BALLBÉ & ASSOCIATES, INC.
2737 N.E. 30th Place Fort Lauderdale, FL 33306
(954) 491-7811

Project Number:
201622

October 17, 2022 (Revised January 11, 2023)

TABLE OF CONTENTS

PART I	INTRODUCTION ……………………..………..……………….…..……………	1	
PART II	GENERAL INFORMATION …………….….….……….………………………..	2	
PART III	PLANNED IMPROVEMENTS ……………………..…………..…..………..…..	6	
PART IV	PERMITTING, OWNERSHIP AND MAINTENANCE …...……………..…..…..	11	
PART V	COST SUMMARY …………………………..……………………………………	13	
PART VI	CONCLUSION …………………………………….…………..…………………	15	

LIST OF EXHIBITS

Exhibit 1	Avenir C.D.D. Location Map	
Exhibit 2	Site Map	
Exhibit 3	Assessment Area Three – Survey and Legal Description	
Exhibit 4	Assessment Area Three – 2023 Project Area Plan	
Exhibit 5	Conceptual Mitigation Plan (“CMP”)	

PART I:	INTRODUCTION

This Fourth Amendment to the Fifth Supplemental Engineer’s Report (the “Report”) was prepared by Ballbé & Associates, Inc. (the “District Engineer”) on behalf of the Avenir Community Development District Board of Supervisors (the “Board”), the governing body of the Avenir Community Development District (the “District”) for the purposes of describing the proposed infrastructure improvements with their corresponding estimating construction costs relating to the defined Assessment Area within the District as follows:

Additional funding for infrastructure expenditures within Assessment Area Three (the “Assessment Area Three – 2023 Project”).

The District is located in the City of Palm Beach Gardens (the “City”) in Palm Beach County, Florida (the “County”) and was established pursuant to Chapter 190, Florida Statutes, for the development of public infrastructure improvements required to service a mixed-use planned community development (the “Development”) and to provide for the acquisition and/or construction, financing, long term administration and management of such public infrastructure improvements.

This Report summarizes the extent, nature, and costs of the proposed infrastructure improvements for the Assessment Area Three – 2023 Project.

Information provided in this Report was obtained by the District Engineer who has considered and in certain instances relied upon opinions, information and documentation prepared or supplied by others, which include public officials, public entities, representatives of Avenir Development, LLC and related entities (collectively the “Developer”), Special District Services, Inc. (the “District Manager”) and other professionals and contractors.

 

PART II:	GENERAL INFORMATION

Creation and Location

Pursuant to Chapter 190, Florida Statutes, the City approved the petition to establish the District on January 5, 2017 by Ordinance No. 17, 2016 (the “Ordinance”). According to the Ordinance, “The creation of the District is the best alternative available for delivering the community development services and facilities… to the area that will be served by the District.”

The District is located in the City, more particularly described as being situated north of Northlake Boulevard, south of Beeline Highway, east of Grapeview Boulevard and west of Stonewall Drive. The land lies the following sections:

Township, Range	Section Number	
Township 42 South
Range 41 East	4,8,9,10,14,15,16,17	
Township 41 South
Range 41 East	28,23	
Total District Area =	2,427.50 Acres	

General Information

The Development consists of approximately 2,427.50 acres. The City approved the change in land use and zoning designation for the Development on May 5, 2016 as follows:

Ordinance Number	Description	
Ordinance 3-16	Change Land Use Designation to Mixed Use Development (MXD)	
Ordinance 4-16	Change Zoning to Planned Community Development (PCD)	
Ordinance 4-16	Avenir Development Standards	

Assessment Area Three - General Information

A portion of the public improvements, community facilities and basic infrastructure needed to serve the portion of the Development located within Assessment Area Three will be funded and either acquired from the Developer or constructed by the District in accordance with the estimated construction cost provided herein. Improvements include but are not limited to following basic categories:

Improvement Description	
Surface water management and drainage system, including related land acquisition	
Master drainage system	
Wastewater collection/transmission system	
Water distribution system	
Roadways including related land acquisition	
Open space and recreation areas, including land acquisition	
Landscaping, irrigation, entrance features, hardscapes	
Conservation area mitigation	

Below please find the parcels within the Assessment Area Three and the planned uses that will benefit from the Assessment Area Three – 2023 Project:

Parcel I.D.	Product/Use	No. of Units	

A-16	50’ wide residential	283	
	60’ wide residential	208	
A-17	65’ wide residential	125	
A-19	65’ wide residential	135	
Parcel “D”	Professional Office/Medical	97.44 acres	

Parcel “H”	Agriculture	11.43 acres	
Parcel “J-East”	Professional Office	7.52 acres	
Parcel “J-West”	Professional Office	14.23 acres	
TOTALS =	751 units
130.62 acres	

2023 Special Assessment Bonds (Assessment Area Three – 2023 Project)

The District will be issuing Special Assessment Bonds for the Assessment Area Three – 2023 Project in one or more series (herein, the “2023 Bonds”) to finance a portion of the following public improvements:

Master surface water management system
Spine road infrastructure consisting of but not limited to the following improvements:
Earthwork operations
Water distribution system
Sewage collection/transmission system
Sewage lift stations
Drainage system and lake interconnects
Road improvements
Pavement markings and signage
Differential cost of undergrounding electric utilities
Paths and sidewalks
Landscape and irrigation in public rights of way
Entry features and hardscape
Conservation area mitigation
Other public infrastructure related items
Land Acquisition

The above referenced 2023 Bonds of each series will be secured by all of the assemble lands within the enumerated parcels set forth below which are located within Assessment Area Three (herein referred to as the Assessment Area Three – 2023 Project Area or just “Assessment Area Three”) until the land is platted. The following parcels will be assessed to secure the Series 2023 Bond:

Parcel I.D.	Product/Use	No. of Units	

A-16	50’ wide residential	283	
	60’ wide residential	208	
A-17	65’ wide residential	125	
A-19	65’ wide residential	135	
Parcel “D”	Professional Office/Medical	97.44 acres	
Parcel “H”	Agriculture	11.43 acres	
Parcel “J-East”	Professional Office	7.52 acres	
Parcel “J-West”	Professional Office	14.23 acres	
TOTALS =	751 units
130.62 acres	

Please find attached for your reference the following exhibit:

Exhibit 1	Avenir C.D.D. Location Map	
Exhibit 2	Site Map	
Exhibit 3	Assessment Area Three – Survey and Legal Description	
Exhibit 4	Assessment Area Three – 2023 Project Area Plan	

PART III:	PLANNED IMPROVEMENTS

Following is a brief summary of the anticipated public infrastructure improvements to be constructed within Assessment Area Three:

Surface Water Management and Drainage System

The proposed stormwater management system for the Avenir Community Development District consists of three drainage basins (S-1, S-2, & S-3), and three natural basins. For each of the development basins, the stormwater management system consists of lakes which provide water quality treatment prior to discharge to the preserve basins through both pump and gravity structures. Ultimate discharge is from the basins to the C-18 West canal and to the CBP-12 canal through control structures.

The developed area’s stormwater management system will also provide for attenuation of runoff from storm events including protection of interior roadways, buildings, and the adjacent areas in accordance with the current conceptual Environmental Resources Permit issued by South Florida Water Management District. The District will purchase all or a portion of the lake tracts within the Assessment Area Three parcels. The acquisition price shall be based on the lower of fair market value or the cost basis of the Developer for the lands being purchased. Fair market value will be determined by an independent appraisal commissioned by the District.

The proposed surface water management system for Assessment Area Three consist of the construction of a series of lakes interconnected with pipes and a pump station that will discharge the generated runoff from such areas to the preservation areas.

Water quantity storage will be provided for the following design rainfall events:

5-year 1-day (parking areas)
10-year 1-day (roads)
25-year 3-day (minimum perimeter elevation)
100-year 3-day (minimum finish floor elevation)
Roadway Stormwater Facilities
The roadways will be constructed with a series of catch basins, culverts and outfalls which will convey the surface water runoff collected within the road right- of-way and adjacent buffers to the master lake system.

Regulation Compliance

The proposed surface water management system will be designed to meet the stormwater management requirements of the South Florida Water Management District Basis of Review, the City of Palm Beach Gardens, the Army Corps of Engineers the Florida Department of Environmental Protection and any other applicable permitting agency with jurisdiction over the proposed work.

Wastewater Collection/Transmission System

The property is located within the Seacoast Utility Authority (“SUA”) sewer service area. Subject to prevailing fees, charges, policies and practices, Seacoast will provide sanitary sewer service collection and distribution. SUA will be providing service thru the existing Interlocal Agreement Between Palm Beach County and Seacoast Utility Authority for the Purchase and Sale of Bulk Potable Water and Wastewater Service.

Existing and Proposed Sewage Collection/Transmission Improvements
The County currently owns and operates a 24” force main located at the Mecca Repump Station located adjacent to the District’s west property line. The proposed improvements for the sewage collection/transmission system consists of a network of gravity mains within the spine roads which will collect and transmit the sewage flow from the properties within Assessment Area Three and the and will discharge to sewage lift stations which will ultimately pump the generated sewage load to the County’s existing force main.

Existing Sewage Treatment Facilities
Sewage treatment will be provided by the East Central Regional Wastewater Treatment Facilities Operation Board (“ECR”) which is funded and governed by a board comprised of the representatives of the entities served by that facility, namely: the City of West Palm Beach, the City of Lake Worth, the City of Riviera Beach, the Town of Palm Beach, and the County. The ECR is licensed to function under specific guidelines by the State of Florida and the U.S. Environmental Protection Agency. The plant is operated by Florida licensed Wastewater Plant Operators and it is currently permitted to process 64 million gallons of wastewater per day (MGD).

Currently, the plant is treating approximately 45 million gallons per day and therefore, the plant has adequate capacity to treat the anticipated flow for the Assessment Area Three Project.

Regulation Compliance
The proposed sewage collection/transmission system will be designed to meet the requirements of the following permitting agencies:

Seacoast Utility Authority
Palm Beach County Water Utilities Department
City of West Palm Beach
Palm Beach County Health Department
Florida Department of Environmental Protection
City of Palm Beach Gardens

Water Distribution System

The property is located within the Seacoast Utility Authority (“SUA”) water service area. Subject to prevailing fees, charges, policies and practices, Seacoast will provide domestic water service and distribution. SUA will be providing service thru the existing Interlocal Agreement Between Palm Beach County and Seacoast Utility Authority for the Purchase and Sale of Bulk Potable Water and Wastewater Service.

Existing and Proposed Water Distribution System Improvements
The County currently owns and operates a 30” water main located along the west bank of the SFWMD C-18 Canal at the Mecca Pump Station. The District will be constructing a series of water mains to provide the required water distribution system network and to provide water service to the the developable parcels.

Regulation Compliance
The proposed water distribution system will be designed to meet the requirements of the following permitting agencies:

Seacoast Utility Authority
Palm Beach County Water Utilities Department
City of West Palm Beach
Palm Beach County Health Department
Florida Department of Environmental Protection
City of Palm Beach Gardens

Roadway Improvements

The District will be constructing certain roadway improvements as required by the local authorities within publicly dedicated lands or easements, consisting but not limited to the extension of Panther National Boulevard (f.k.a. 140th Avenue North Boulevard) from Avenir Drive to Northlake Boulevard and the extension of Avenir Drive from Panther National Boulevard to the west property line of the District. The roadway components include but are not limited to the road subgrade, rock base, asphalt, curbing and sidewalks, asphalt paths, streetlights owned by the

District, turn lanes, pavement markings and traffic control devices. The District will only finance roadways that are open and available for public use.

Open Space and Recreation

As approved by the City Development Order, the District will construct certain common area trails, pathways, lake parks and other open space amenities as it may be required by the City. The District will purchase all or a portion of the landscape buffers, open space buffers and public recreation tracts. These areas will be available for the use by the general public.

Landscaping, Irrigation, Entrance Features, Hardscapes

Landscape buffers will be constructed which will require earthwork operations to construct berms, the installation of landscape material and irrigation, and the differential cost of undergrounding of electric utilities, as required by the City. A main entry feature will be constructed at the intersection of Northlake Boulevard and Panther National Boulevard and a sign will be constructed on Northlake Boulevard at the west end of the project. The entry feature will include signs, berms, landscaping, irrigation and fountains.

Conservation Area Mitigation

Wetlands within Assessment Area Three consist of wet pastures, marshes, wet prairies, and hydric pine flatwoods. The Conceptual Mitigation Plan (“CMP”) for the Avenir development preserves, enhances and restores 2,426 acres adjacent to Palm Beach County natural areas and South Florida Water Management District-owned lands. The conservation areas for the District to fund consists of 2,027 acres encompassing Basins N-1 and N-2. These acres include existing wetlands and pine flatwoods in good condition, as well as improved and unimproved pastures with poor quality wetlands. The mitigation areas are located adjacent to the District’s boundary and are currently owned by the Developer. The mitigation area is encumbered by a conservation easement dedicated to the South Florida Water Management District (the “SFWMD”) and the Environmental Resource Management Permit issued by SFWMD for the Development requires the mitigation of certain conservation areas.

The conservation area and mitigation plan include increasing the control elevation, filling ditches, scraping down higher elevation pastures, and management of vegetation through various methods to promote re-growth of native plant communities and elimination of exotic, nuisance and inappropriate species. In addition, a conveyance swale along the west side of the North- South

Road will be planted as a buffer.	Additional ditches will also be filled as part of the restoration plan.

The CMP includes a conceptual long-term management plan to maintain the mitigation areas, including fire management (please refer to Exhibit 5).

PART IV:	PERMITTING, OWNERSHIP AND MAINTENANCE

The design and permitting of the infrastructure items described above is currently in progress. Following is a list of the permits that will be required for the installation of the improvements relating to Assessment Area Three – 2023 Project:

Agency	Jurisdiction	

South Florida Water Management District	Surface water management system and lake excavation, paving and drainage system and wetland mitigation, water
use and dewatering	
Palm Beach County Land Development	Northlake Boulevard Intersection and driveway
connections	
South Florida Water Management District	Wetland mitigation	
Seacoast Utility Authority	Water	
Palm Beach County Water Utilities Department	Water	
Palm	Beach	County	Health Department	Water and Sewer	
Florida	Department	of Environmental Protection	Water and Sewer	
City of Palm Beach Gardens Fire- Rescue	Water	

City of Palm Beach Gardens	Water, sewer, drainage, paving and related work, landscape, irrigation, recreation amenities, buildings
and walls, plats	

Permits for the construction of the improvements will be available upon applicant submitting the necessary plans, specifications, applications and fees as required by the permitting agencies and meeting the design criteria of the agencies having jurisdiction over the permitted improvements.

Applicant has obtained the following permits:

South Florida Water Management Environmental Resources Permit for the master surface water management system.

Permits are expected to be obtained in the ordinary course.

The District will finance the construction and/or acquisition of the proposed improvements within Assessment Area Three, will convey certain improvements to public agencies and will operate and maintain certain other improvements not so conveyed to other public agencies. Following please find a list of the anticipated improvements that will be initially finance by the District along with the ultimate ownership entity information and the maintenance responsibility information:

Required Improvement	Ownership	Maintenance	
Wastewater Collection/transmission System	Seacoast Utility Authority	Seacoast Utility Authority	
Water Distribution System	Seacoast Utility Authority	Seacoast Utility Authority	
Surface Water Management and Drainage System	Avenir CDD	Avenir CDD	
Wetlands Mitigation and Conservation	Avenir CDD	Avenir CDD	
Roadway Improvements	Avenir CDD	Avenir CDD	
Open Space and Recreation	Avenir CDD	Avenir CDD	
Landscaping, Irrigation, Entrance Features, Hardscapes	Avenir CDD	Avenir CDD	

PART V:    COST SUMMARY
The construction cost estimates to be financed by the District for planned improvements representing the Assessment Area Three – 2023 Project are as follows:
1.	2023 Bonds (Assessment Area Three – 2023 Project)

The estimated costs for the phases of the public infrastructure to be constructed within Assessment Area Three being funded in whole or in part by the District by the issuance of one or more series of its 2023 Bonds (Assessment Area Three – 2023 Project) are as follows:

Items	
Description	
Total Estimated Cost	
1	Surface water management and drainage system	$10,000,000	
2	Master drainage system and drainage pump station	$8,500,000	
3	Wastewater collection/transmission system	$4,500,000	
4	Water distribution system	$4,500,000	
5	Roadways	$16,500,000	
6	Open space and recreation areas	$6,500,000	
7	Landscaping, irrigation, entrance features, hardscapes	$10,000,000	
8	Conservation area mitigation	$3,594,000	

9	Surface water management, road rights-of-way, buffers, recreation tracts and open space related land
acquisition (Approximately 70 acres of land to be purchase)	
$10,906,000	
	
TOTAL =	
$75,000,000	

Soft Cost, Permit Fees, General Conditions:

The items listed above include financing costs, consulting fees and soft costs fees for planning, design, engineering, and surveying, permitting fees, appraisals, legal and administrative fees, water and sewer impact fees, City and County impact fees pertaining the site infrastructure and project management related to the District’s public infrastructure program. The City, County and State impose permit fees for the construction of the proposed infrastructure improvements. These fees vary depending on the type of work involved and are usually based on a percentage of the total cost of the work. Any fees related to the proposed public improvements by the Developer will be paid on behalf of the District.

Land Acquisition:
The cost estimates for any acquisition of lands by the District set forth in this Report was based on information provided by the Developer. It is understood that the actual price paid by the District will be determined by the lower of the cost basis to the Developer or the appraised value determined by an independent appraisal commissioned by the District.

There are approximately 70.00 acres of land to be acquired by the District at a cost of approximately $155,800.00 per acre based on previous appraisals obtained by the District, subject to adjustments for current land prices. The cost of the land purchase is approximately $10,906,000.00.

PART VI:   CONCLUSION

Benefits and Costs:

The planned improvements described above will provide a direct and special benefit to the properties and residential parcels within Assessment Area Three.

Recommendations:

The District will need to obtain revenues for the purpose of funding the construction of the required public improvements listed in this Report. In order to generate this revenue, the District will rely on non-ad valorem revenues levied against the assessable lands within Assessment Area Three and issue its 2023 Bonds, the debt service for which will be paid from such annual non-ad valorem assessments levied on lands within the benefitted areas within Assessment Area Three within the District and collected by the District. Also, the District will collect an annual “operation and maintenance Assessment” to be determined, assessed and levied by the Board upon all of the assessable lands within the benefitted areas within Assessment Area Three for the purpose of defraying the cost and expenses of operating and maintaining District owned improvements.

Modifications to the Report:

It may be necessary to make changes and modification to the planned improvements during the planning, permitting and construction stages of the public infrastructure. It is not expected that the changes and modifications will significantly impact the information and conclusions contained in this report.
Based on the information obtained to date and the recommendations listed in the reports prepared by various consultants associated with the Assessment Area Three – 2023 Project, it is our opinion that as set forth in the approval requirements from the applicable governmental entities, the lands in the District can be developed for its intended use.
The estimated cost associated with the planned improvements is only an estimate and not a guaranteed maximum price. The estimated cost is based on unit prices currently being experienced for on-going and similar items of work in the area. The labor market, future costs of equipment and material, and the actual construction process are all beyond our control. Due to this inherent opportunity for fluctuation in cost, the total final cost may be more or less than the estimated value. The professional services for establishing the opinion of estimated

construction cost are consistent with the degree of care and skill exercised by members of the same profession under similar circumstances.
It is our opinion that the special benefits to be received by the landowners and residents within Assessment Area Three within the District as a result of the construction of the public infrastructure constituting the Assessment Area Three – 2023 Project is at least equal to the cost thereof.

I hereby certify that the foregoing is a true and correct copy of the Engineer’s
Report for the Avenir Community Development District. Sincerely,
BALLBÉ & ASSOCIATES, INC.

Date:	1/11/2023
Carlos J. Ballbé For the Firm
Registered Engineer No. 41811 State of Florida

PART II - GENERAL INFORMATION	
Exhibit 1	Avenir C.D.D. Location Map	

PROPERTY BOUNDARY LIMITS

COMMUNITY DEVELOPMENT DISTRICT BOUNDARY

Engineer of Record:

9/13/2016

Reg Eng No 1 11 State of Florida

2737 Northeast 30th Place Fort Lauderdale, Florida 33306
Phone: (954) 491-7811
$uthori]ation No (%-26343

Page 29

PART II - GENERAL INFORMATION	
Exhibit 2	Site Map	

18

ballbé & associates, inc.

Page 30

Page 31

PART II - GENERAL INFORMATION	
Exhibit 3	Assessment Area Three – Survey and Legal Description	

19

ballbé & associates, inc.

Page 32

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	(IN FEET)	
1 INCH• 100 FT

PALM BEACH COUNTY BIOTECHNOlOGY RESEARCH PARK (P9103,PG108)
(ORB 17922, PG 820)

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FND PB= iJsPA.U.1 BEACH COUNTY SUR\1£Y MONUMENT
R:;R: rtE y
su ;:fr';,"' l 1iiAUTHORITY E"sn.1rnr
@- 0EN0TESSH5/B" IRON ROD &CAP STAMPED"L83591"
+-INDICATES'S£CilONCORNER
...... -INDICATES1/4SECTIONCORNER

MATCH UNE SHEET 9

0ATE11/30/2022

F.B./PG. ELECT SCALE AS SHOWN

!8050; 51

ASSESSMENT AREA THREE LEGAL DESCRIPTION

POD D DESCRIPTION:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF PARCEL A-1, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, ; THENCE, NORTH 23° 34' 16" WEST FOR A DISTANCE OF 106.74 FEET TO THE POINT OF BEGINNING; THENCE, NORTH 01° 33' 47" WEST FOR A DISTANCE OF 657.27 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 04° 44' 53", HAVING A RADIUS OF 1280.00 FEET, HAVING AN ARC DISTANCE OF 106.07 FEET, AND WHOSE LONG CHORD BEARS NORTH 03° 56' 13" WEST FOR A DISTANCE OF 106.04 FEET; THENCE, NORTH 32° 01' 18" WEST FOR A DISTANCE OF 96.55 FEET; THENCE, NORTH 89° 59' 58" WEST FOR A DISTANCE OF 27.91 FEET; THENCE, NORTH 00° 00' 00" EAST FOR A DISTANCE OF 71.00 FEET; THENCE, SOUTH 89° 59' 58" EAST FOR A DISTANCE OF 17.34 FEET; THENCE, NORTH 36° 12' 44" EAST FOR A DISTANCE OF 44.63 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 05° 36' 02", HAVING A RADIUS OF 1280.00 FEET, HAVING AN ARC DISTANCE OF 125.12 FEET, AND WHOSE LONG CHORD BEARS NORTH 17° 43' 15" WEST FOR A DISTANCE OF 125.07 FEET; THENCE, N20° 31' 16" W FOR A DISTANCE OF 1026.66 FEET; THENCE, S24° 28' 43" W FOR A DISTANCE OF 56.57 FEET; THENCE, S69° 28' 44" W FOR A DISTANCE OF 58.90 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 21° 37' 59", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 37.76 FEET, AND WHOSE LONG CHORD BEARS SOUTH 80° 17' 43" WEST FOR A DISTANCE OF 37.53 FEET; THENCE, NORTH 88° 53' 17" WEST FOR A DISTANCE OF
1130.47 FEET; THENCE, NORTH 01° 06' 43" EAST FOR A DISTANCE OF 446.35 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 16° 29' 43", HAVING A RADIUS OF 1130.00 FEET, HAVING AN ARC DISTANCE OF 325.32 FEET, AND WHOSE LONG CHORD BEARS SOUTH 66° 12' 37" WEST FOR A DISTANCE OF 324.20 FEET; THENCE, S01° 06' 43" W FOR A DISTANCE OF 556.49 FEET; THENCE, N88° 34' 05" W FOR A DISTANCE OF 174.00 FEET; THENCE, S01° 06' 43" W FOR A DISTANCE OF 1859.46 FEET; THENCE, N86° 54' 02" E FOR A DISTANCE OF 2216.49 FEET TO THE POINT OF BEGINNING.
CONTAINING 97.442 ACRES MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:
PARCEL J WEST:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF CONSERVATION AREA TRACT C-2, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S88°54'50"E, A DISTANCE OF 1319.43 FEET; THENCE N01°05'27"E, A DISTANCE OF 243.43 FEET; THENCE N49°46'38"E, A DISTANCE OF 18.91 FEET; THENCE N41°34'11"E, A DISTANCE OF 41.36 FEET; THENCE N46°47'03"E, A DISTANCE OF 38.64 FEET; THENCE S86°47'34"E, A DISTANCE OF 53.17 FEET; THENCE S74°45'48"E, A DISTANCE OF 66.39 FEET; THENCE S81°17'03"E, A DISTANCE OF 40.54 FEET; THENCE S83°58'24"E, A DISTANCE OF 62.83 FEET; THENCE N62°26'52"E, A DISTANCE OF 87.02 FEET; THENCE N60°22'01"E, A DISTANCE OF 47.81 FEET; THENCE N66°59'09"E, A DISTANCE OF 60.06 FEET; THENCE N12°18'44"E, A DISTANCE OF 23.25 FEET; THENCE N57°54'21"E, A DISTANCE OF 101.81 FEET; THENCE S82°24'02"E, A DISTANCE OF 25.28 FEET; THENCE N59°36'08"E, A DISTANCE OF 152.81 FEET; THENCE N49°59'25"E, A DISTANCE OF 224.50 FEET; THENCE S54°56'07"E, A DISTANCE OF 159.34 FEET; THENCE S88°54'50"E, A DISTANCE OF 284.53 FEET; THENCE S09°10'55"W, A DISTANCE OF 167.31 FEET; THENCE S00°39'05"W, A DISTANCE OF 333.61 FEET; THENCE S45°52'07"W, A DISTANCE OF 141.96 FEET; THENCE N88°54'50"W, A DISTANCE OF 2490.39 FEET; THENCE N00°53'56"W, A DISTANCE OF 10.01 FEET TO THE POINT OF BEGINNING.
CONTAINING 14.227 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:

PARCEL J EAST:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF CONSERVATION AREA TRACT C-4, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S00°26'57"W, A DISTANCE OF 10.00 FEET; THENCE N89°20'55"W, A DISTANCE OF 2443.15 FEET; THENCE N44°20'55"W, A DISTANCE OF 141.42 FEET; THENCE N00°39'05"E, A DISTANCE OF 335.17 FEET; THENCE N07°52'46"W, A DISTANCE OF 184.03 FEET; THENCE S89°20'55"E, A DISTANCE OF 586.57 FEET; THENCE S45°23'10"W, A DISTANCE OF 70.95 FEET; THENCE S60°32'09"W, A DISTANCE OF 29.92 FEET; THENCE S79°08'41"W, A DISTANCE OF 45.04 FEET; THENCE S14°02'40"W, A DISTANCE OF 68.48 FEET; THENCE S24°29'51"E, A DISTANCE OF 30.66 FEET; THENCE S46°46'56"W, A DISTANCE OF 41.78 FEET; THENCE S15°59'51"E, A DISTANCE OF 221.31 FEET; THENCE

S37°53'53"E, A DISTANCE OF 60.92 FEET; THENCE S42°20'26"E, A DISTANCE OF 67.24 FEET; THENCE S54°59'22"E, A DISTANCE OF 18.76 FEET; THENCE S89°20'55"E, A DISTANCE OF 44.04 FEET; THENCE S54°59'22"E, A DISTANCE OF 21.09 FEET; THENCE S72°40'19"E, A DISTANCE OF 79.87 FEET; THENCE S69°57'18"E, A DISTANCE OF 69.70 FEET; THENCE S23°18'46"E, A DISTANCE OF 35.06 FEET; THENCE S89°20'55"E, A DISTANCE OF 1756.11 FEET TO THE POINT OF BEGINNING.
CONTAINING 7.515 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:

PARCEL H:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF CONSERVATION AREA TRACT C-2, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S88°54'50"E, A DISTANCE OF 1319.43 FEET; THENCE N01°05'27"E, A DISTANCE OF 243.43 FEET; THENCE N49°46'38"E, A DISTANCE OF 18.91 FEET; THENCE N41°34'11"E, A DISTANCE OF 41.36 FEET; THENCE N46°47'03"E, A DISTANCE OF 38.64 FEET; THENCE S86°47'34"E, A DISTANCE OF 53.17 FEET; THENCE S74°45'48"E, A DISTANCE OF 66.39 FEET; THENCE S81°17'03"E, A DISTANCE OF 40.54 FEET; THENCE S83°58'24"E, A DISTANCE OF 62.83 FEET; THENCE N62°26'52"E, A DISTANCE OF 87.02 FEET; THENCE N60°22'01"E, A DISTANCE OF 47.81 FEET; THENCE N66°59'09"E, A DISTANCE OF 60.06 FEET; THENCE N12°18'44"E, A DISTANCE OF 23.25 FEET; THENCE N57°54'21"E, A DISTANCE OF 101.81 FEET; THENCE S82°24'02"E, A DISTANCE OF 25.28 FEET; THENCE N59°36'08"E, A DISTANCE OF 152.81 FEET; THENCE N49°59'25"E, A DISTANCE OF 224.50 FEET TO THE POINT OF BEGINNING AND A POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 170.00 FEET; THENCE NORTHERLY, ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 84°22'14", A DISTANCE OF 250.33 FEET TO A POINT OF TANGENCY; THENCE N34°22'49"W, A DISTANCE OF 142.93 FEET; THENCE N83°58'24"W, A DISTANCE OF 48.99 FEET; THENCE N76°25'20"W, A DISTANCE OF 51.80 FEET; THENCE S89°40'05"W, A DISTANCE OF 64.40 FEET; THENCE N72°40'11"W, A DISTANCE OF 28.04 FEET; THENCE N37°07'08"W, A DISTANCE OF 29.06 FEET; THENCE N00°19'55"W, A DISTANCE OF 56.92 FEET; THENCE N21°22'01"W, A DISTANCE OF 54.68 FEET; THENCE N36°44'06"W, A DISTANCE OF 117.60 FEET; THENCE N21°21'55"W, A DISTANCE OF 35.72 FEET; THENCE N12°18'38"E, A DISTANCE OF 75.75 FEET; THENCE N86°55'35"E, A DISTANCE OF 253.68 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 93° 13' 24", HAVING A RADIUS OF
200.00 FEET, HAVING AN ARC DISTANCE OF 325.41 FEET, AND WHOSE LONG CHORD BEARS NORTH 63°
36' 00" EAST FOR A DISTANCE OF 290.69 FEET; THENCE S69°47'18"E, A DISTANCE OF 221.55 FEET; THENCE N89°56'00"E, A DISTANCE OF 131.80 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT

THROUGH A CENTRAL ANGLE OF 21° 59' 04", HAVING A RADIUS OF 1080.00 FEET, HAVING AN ARC DISTANCE OF 414.40 FEET, AND WHOSE LONG CHORD BEARS SOUTH 11° 38' 37" WEST FOR A DISTANCE OF 411.86 FEET; THENCE S00°39'05"W, A DISTANCE OF 427.54 FEET; THENCE S09°10'55"W, A DISTANCE OF 34.92 FEET; THENCE N88°54'50"W, A DISTANCE OF 284.53 FEET; THENCE N54°56'07"W, A DISTANCE OF 159.34 FEET TO THE POINT OF BEGINNING.
CONTAINING 11.430 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:

PARCEL A-19:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF CONSERVATION AREA TRACT C-4, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S00°26'57"W, A DISTANCE OF 10.00 FEET; THENCE N89°20'55"W, A DISTANCE OF 2443.15 FEET; THENCE N44°20'55"W, A DISTANCE OF 141.42 FEET; THENCE N00°39'05"E, A DISTANCE OF 335.17 FEET; THENCE N07°52'46"W, A DISTANCE OF 184.03 FEET TO THE POINT OF BEGINNING; THENCE N07°52'46"W, A DISTANCE OF 18.21 FEET; THENCE N00°39'05"E, A DISTANCE OF 427.54 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 32° 47' 43", HAVING A RADIUS OF 920.00 FEET, HAVING AN ARC DISTANCE OF 526.59 FEET, AND WHOSE LONG CHORD BEARS NORTH 17° 02' 56" EAST FOR A DISTANCE OF 519.43 FEET; THENCE N33°26'47"E, A DISTANCE OF 534.56 FEET; THENCE S61°12'20"E, A DISTANCE OF 34.38 FEET; THENCE S77°46'05"E, A DISTANCE OF 37.06 FEET; THENCE N77°06'00"E, A DISTANCE OF 30.67 FEET; THENCE N89°39'55"E, A DISTANCE OF 76.04 FEET; THENCE S77°46'05"E, A DISTANCE OF 22.59 FEET; THENCE S66°18'21"E, A DISTANCE OF 23.36 FEET; THENCE S46°57'31"E, A DISTANCE OF 42.01 FEET; THENCE S61°12'17"E, A DISTANCE OF 11.29 FEET; THENCE S37°07'10"E, A DISTANCE OF 29.20 FEET; THENCE S09°50'18"W, A DISTANCE OF 25.36 FEET; THENCE S14°42'49"E, A DISTANCE OF 46.07 FEET; THENCE S00°20'06"E, A DISTANCE OF 44.06 FEET; THENCE S18°25'38"E, A DISTANCE OF 75.98 FEET; THENCE S34°16'24"E, A DISTANCE OF 44.31 FEET; THENCE S81°51'19"E, A DISTANCE OF 514.37 FEET; THENCE N41°33'52"E, A DISTANCE OF 68.17 FEET; THENCE N38°16'28"E, A DISTANCE OF 70.49 FEET; THENCE N08°51'58"E, A DISTANCE OF 75.40 FEET; THENCE N04°47'32"E, A DISTANCE OF 59.41 FEET; THENCE N16°18'55"E, A DISTANCE OF 56.17 FEET; THENCE N08°10'15"E, A DISTANCE OF 37.63 FEET; THENCE N12°18'25"E, A DISTANCE OF 44.07 FEET; THENCE N33°36'07"E, A DISTANCE OF 23.89 FEET; THENCE N36°27'01"E, A DISTANCE OF 43.65 FEET; THENCE N41°33'49"E, A DISTANCE OF 38.55 FEET; THENCE N09°50'15"E, A DISTANCE OF 68.66 FEET; THENCE N09°50'13"E, A DISTANCE OF 26.79 FEET; THENCE N27°57'36"E, A DISTANCE OF 34.41 FEET; THENCE N09°50'12"E, A DISTANCE OF 24.14 FEET; THENCE N55°53'36"E, A DISTANCE OF 25.21 FEET; THENCE N41°33'45"E, A DISTANCE OF 38.68 FEET; THENCE N27°57'39"E, A DISTANCE OF 34.40 FEET; THENCE N41°33'49"E, A DISTANCE OF 19.58 FEET TO THE POINT

OF CURVATURE OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 210.00 FEET FROM WHICH A RADIAL LINE BEARS NORTH 84°44'28" EAST; THENCE NORTHERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 68°03'25", A DISTANCE OF 249.44 FEET; THENCE N36°02'21"E, A DISTANCE OF 47.78 FEET; THENCE N77°05'51"E, A DISTANCE OF 24.23 FEET; THENCE N57°10'15"E, A DISTANCE OF 44.32 FEET; THENCE N80°37'01"E, A DISTANCE OF 35.82 FEET; THENCE N69°17'03"E, A DISTANCE OF 32.78 FEET; THENCE N89°39'51"E, A DISTANCE OF 24.84 FEET; THENCE S23°49'35"W, A DISTANCE OF 53.06 FEET; THENCE S00°20'14"E, A DISTANCE OF 23.41 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 210.00 FEET FROM WHICH A RADIAL LINE BEARS SOUTH 17°19'16" WEST; THENCE SOUTHERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 33°32'29", A DISTANCE OF 122.94 FEET; THENCE N55°53'30"E, A DISTANCE OF 33.34 FEET; THENCE N45°58'21"E, A DISTANCE OF 47.10 FEET; THENCE S16°59'18"E, A DISTANCE OF 31.19 FEET; THENCE N78°12'30"E, A DISTANCE OF 77.83 FEET; THENCE S74°45'59"E, A DISTANCE OF 65.13 FEET; THENCE N89°39'46"E, A DISTANCE OF 72.29 FEET; THENCE N49°46'18"E, A DISTANCE OF 9.00 FEET; THENCE S43°30'23"E, A DISTANCE OF 25.02 FEET; THENCE S00°03'55"W, A DISTANCE OF 97.60 FEET; THENCE S12°18'21"W, A DISTANCE OF 63.63 FEET; THENCE S00°20'15"E, A DISTANCE OF 60.20 FEET; THENCE S14°02'31"W, A DISTANCE OF 52.60 FEET; THENCE S37°07'17"E, A DISTANCE OF 42.65 FEET; THENCE S23°49'30"W, A DISTANCE OF 44.23 FEET; THENCE N42°14'12"W, A DISTANCE OF 24.96 FEET; THENCE N82°24'20"W, A DISTANCE OF 61.43 FEET; THENCE S60°32'06"W, A DISTANCE OF 28.13 FEET; THENCE N27°57'31"W, A DISTANCE OF 36.15 FEET; THENCE S53°03'02"W, A DISTANCE OF 20.58 FEET; THENCE S26°48'29"W, A DISTANCE OF 65.19 FEET; THENCE S23°21'44"E, A DISTANCE OF 115.33 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 210.00 FEET FROM WHICH A RADIAL LINE BEARS SOUTH 56°46'11" WEST; THENCE SOUTHERLY, ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 58°19'18", A DISTANCE OF 213.76 FEET; THENCE S61°12'40"E, A DISTANCE OF 20.46 FEET; THENCE S12°58'46"E, A DISTANCE OF 35.53 FEET; THENCE S41°33'47"W, A DISTANCE OF 44.33 FEET; THENCE S89°39'46"W, A DISTANCE OF 43.09 FEET; THENCE S65°38'07"W, A DISTANCE OF 31.35 FEET; THENCE S82°36'15"W, A DISTANCE OF 73.71 FEET; THENCE S45°22'58"W, A DISTANCE OF 57.85 FEET; THENCE S41°33'49"W, A DISTANCE OF 39.44 FEET; THENCE S51°08'27"W, A DISTANCE OF 48.64 FEET; THENCE S41°33'49"W, A DISTANCE OF 48.84 FEET; THENCE S51°08'29"W, A DISTANCE OF 52.62 FEET; THENCE S23°49'35"W, A DISTANCE OF 44.18 FEET; THENCE S31°47'43"W, A DISTANCE OF 53.27 FEET; THENCE S51°08'26"W, A DISTANCE OF 176.32 FEET; THENCE S57°54'02"W, A DISTANCE OF 57.66 FEET; THENCE S50°38'16"W, A DISTANCE OF 76.80 FEET; THENCE S58°41'44"W, A DISTANCE OF 61.53 FEET; THENCE N85°56'25"W, A DISTANCE OF 170.76 FEET; THENCE S27°17'31"W, A DISTANCE OF 102.37 FEET; THENCE S09°50'18"W, A DISTANCE OF 21.80 FEET; THENCE S64°08'04"W, A DISTANCE OF 16.96 FEET; THENCE N63°06'52"W, A DISTANCE OF 70.10 FEET; THENCE N76°54'10"W, A DISTANCE OF 79.75 FEET; THENCE N69°57'20"W, A DISTANCE OF 47.36 FEET; THENCE S63°28'14"W, A DISTANCE OF 57.06 FEET; THENCE S23°23'47"E, A DISTANCE OF 165.25 FEET; THENCE N64°08'04"E, A DISTANCE OF 92.96 FEET; THENCE S55°28'33"E, A DISTANCE OF 75.94 FEET; THENCE N89°39'53"E, A DISTANCE OF 55.21 FEET; THENCE S59°02'21"E, A DISTANCE OF 30.45 FEET; THENCE S55°53'38"W, A DISTANCE OF 48.00 FEET; THENCE S77°05'57"W, A DISTANCE OF 55.70 FEET; THENCE S55°53'40"W, A DISTANCE OF 39.37 FEET; THENCE S46°46'50"W, A DISTANCE OF 53.69 FEET; THENCE S16°11'10"W, A DISTANCE OF 117.60 FEET; THENCE S30°22'20"W, A DISTANCE OF 75.26 FEET; THENCE S53°03'09"W, A DISTANCE OF 33.68 FEET; THENCE S66°59'00"W, A DISTANCE OF 41.87 FEET; THENCE S77°05'57"W, A DISTANCE OF 59.25 FEET; THENCE S51°08'32"W, A DISTANCE OF 47.19 FEET; THENCE S83°18'22"W, A DISTANCE OF 46.10 FEET; THENCE S89°39'55"W, A DISTANCE OF 10.47 FEET; FEET TO THE POINT OF

CURVATURE OF A CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 210.00 FEET FROM WHICH A RADIAL LINE BEARS NORTH 22°11'55" WEST; THENCE WESTERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 67°30'59", A DISTANCE OF 247.46 FEET; THENCE N77°46'06"W, A DISTANCE OF 40.31 FEET; THENCE N89°20'55"W, A DISTANCE OF 586.57 FEET TO THE POINT OF BEGINNING.
CONTAINING 51.441 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:

PARCEL A-17:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF TRACT RBE5, AVENIR - POD 15, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 134, PAGE 179, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S00°00'00"E, A DISTANCE OF 702.74 FEET; THENCE N76°54'04"W , A DISTANCE OF 61.66 FEET; THENCE N61°12'17"W, A DISTANCE OF 23.36 FEET; THENCE N69°57'09"W, A DISTANCE OF 41.20 FEET; THENCE S89°39'53"W, A DISTANCE OF 25.18 FEET; THENCE N61°12'13"W, A DISTANCE OF 61.48 FEET; THENCE N31°13'10"W, A DISTANCE OF 44.45 FEET; THENCE N69°57'11"W, A DISTANCE OF 77.99 FEET; THENCE S41°33'52"W, A DISTANCE OF 77.38 FEET; THENCE S29°46'56"W, A DISTANCE OF 102.67 FEET; THENCE S10°56'28"W, A DISTANCE OF 48.49 FEET; THENCE S64°07'57"W, A DISTANCE OF 74.67 FEET; THENCE S51°08'33"W, A DISTANCE OF 58.86 FEET; THENCE S18°15'42"W, A DISTANCE OF 52.35 FEET; THENCE S45°58'26"W, A DISTANCE OF 39.81 FEET; THENCE S75°45'14"W, A DISTANCE OF 34.79 FEET; THENCE N64°48'04"W, A DISTANCE OF 28.22 FEET; THENCE N42°13'57"W, A DISTANCE OF 37.50 FEET; THENCE N50°26'22"W, A DISTANCE OF 57.91 FEET; THENCE N66°18'16"W, A DISTANCE OF 86.11 FEET; THENCE N74°45'47"W, A DISTANCE OF 42.98 FEET; THENCE N34°16'18"W, A DISTANCE OF 35.51 FEET; THENCE N12°58'33"W, A DISTANCE OF 15.09 FEET; THENCE N09°50'26"E, A DISTANCE OF 21.75 FEET; THENCE N27°57'39"E, A DISTANCE OF 64.26 FEET; THENCE N32°31'02"E, A DISTANCE OF 56.10 FEET; THENCE N00°19'57"W, A DISTANCE OF 38.63 FEET; THENCE N23°49'35"E, A DISTANCE OF 39.84 FEET; THENCE N00°19'58"W, A DISTANCE OF 39.30 FEET; THENCE N16°59'03"W, A DISTANCE OF 62.21 FEET; THENCE N24°29'35"W, A DISTANCE OF 44.00 FEET; THENCE N36°00'12"W, A DISTANCE OF 82.68 FEET; THENCE N61°12'07"W, A DISTANCE OF 38.75 FEET; THENCE N42°13'54"W, A DISTANCE OF 24.42 FEET; THENCE N59°52'00"W, A DISTANCE OF 88.26 FEET; THENCE N16°59'01"W, A DISTANCE OF 31.18 FEET; THENCE N28°37'37"W, A DISTANCE OF 32.32 FEET; THENCE N07°38'11"W, A DISTANCE OF 51.67 FEET; THENCE N64°30'42"W, A DISTANCE OF 66.09 FEET; THENCE N55°01'27"W, A DISTANCE OF 67.51 FEET; THENCE N66°18'49"W, A DISTANCE OF 86.86 FEET; THENCE N76°52'32"W, A DISTANCE OF 123.56 FEET; THENCE S66°23'02"W, A DISTANCE OF 78.71 FEET; THENCE S37°43'00"W, A DISTANCE OF 58.63 FEET; THENCE S31°46'54"W, A DISTANCE OF 43.18 FEET; THENCE S47°08'30"W, A DISTANCE OF 39.89 FEET; THENCE S10°37'59"W, A DISTANCE OF 43.68 FEET; THENCE S14°39'33"E, A DISTANCE OF 74.46 FEET;

THENCE S32°41'23"E, A DISTANCE OF 128.59 FEET; THENCE S00°19'58"E, A DISTANCE OF 52.88 FEET; THENCE S10°30'19"E, A DISTANCE OF 59.29 FEET; THENCE S09°50'25"W, A DISTANCE OF 30.57 FEET; THENCE S08°32'27"E, A DISTANCE OF 154.84 FEET; THENCE S00°19'56"E, A DISTANCE OF 90.53 FEET; THENCE S06°01'34"E, A DISTANCE OF 48.17 FEET; THENCE S28°56'55"W, A DISTANCE OF 43.10 FEET; THENCE S49°46'26"W, A DISTANCE OF 20.81 FEET; THENCE N88°20'38"W, A DISTANCE OF 326.99 FEET; THENCE N20°04'26"W, A DISTANCE OF 72.96 FEET; THENCE N28°37'35"W, A DISTANCE OF 42.25 FEET; THENCE N24°29'36"W, A DISTANCE OF 53.12 FEET; THENCE N28°37'29"W, A DISTANCE OF 32.76 FEET; THENCE N16°59'06"W, A DISTANCE OF 22.02 FEET; THENCE N42°13'47"W, A DISTANCE OF 36.82 FEET; THENCE N72°40'02"W, A DISTANCE OF 48.62 FEET; THENCE N81°17'06"W, A DISTANCE OF 42.39 FEET; THENCE S89°40'03"W, A DISTANCE OF 50.90 FEET; THENCE S89°40'09"W, A DISTANCE OF 45.46 FEET; THENCE S80°37'16"W, A DISTANCE OF 36.84 FEET; THENCE N50°26'18"W, A DISTANCE OF 125.08 FEET; THENCE S79°08'44"W, A DISTANCE OF 49.04 FEET; THENCE S60°32'13"W, A DISTANCE OF 25.65 FEET; THENCE S75°45'26"W, A DISTANCE OF 51.44 FEET; THENCE S55°53'47"W , A DISTANCE OF 39.24 FEET; THENCE S45°58'32"W, A DISTANCE OF 58.18 FEET; THENCE S30°33'15"W, A DISTANCE OF 43.33 FEET; THENCE S41°34'00"W, A DISTANCE OF 72.59 FEET; THENCE S38°34'25"W, A DISTANCE OF 77.47 FEET; THENCE S72°00'17"W, A DISTANCE OF 21.09 FEET; THENCE N56°33'35"W, A DISTANCE OF 25.80 FEET; THENCE N79°48'27"W, A DISTANCE OF 44.11 FEET; THENCE S80°03'10"W, A DISTANCE OF 40.08 FEET; THENCE N50°37'10"W, A DISTANCE OF 79.29 FEET; THENCE S77°06'13"W, A DISTANCE OF 36.50 FEET; THENCE N83°58'18"W, A DISTANCE OF 42.56 FEET; THENCE N48°36'29"W, A DISTANCE OF 23.11 FEET; THENCE N24°29'29"W, A DISTANCE OF 27.74 FEET; THENCE N53°42'58"W, A DISTANCE OF 44.64 FEET; THENCE N42°13'42"W, A DISTANCE OF 54.83 FEET; THENCE N79°48'29"W, A DISTANCE OF 76.43 FEET; THENCE N53°42'58"W, A DISTANCE OF 13.90 FEET; THENCE N61°11'57"W, A DISTANCE OF 47.99 FEET; THENCE S79°08'44"W, A DISTANCE OF 64.76 FEET; THENCE N69°57'02"W, A DISTANCE OF 4.12 FEET; THENCE N00°45'13"E, A DISTANCE OF 406.07 FEET; THENCE N53°23'37"W, A DISTANCE OF 30.62 FEET; THENCE N01°16'44"E, A DISTANCE OF 25.48 FEET; THENCE N90°00'00"E, A DISTANCE OF 550.00 FEET; THENCE N01°16'44"E, A DISTANCE OF 380.00 FEET; THENCE N90°00'00"E, A DISTANCE OF 2270.37 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 60° 28' 30" EAST FOR A DISTANCE OF 98.56 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 28° 06' 02", HAVING A RADIUS OF 250.00 FEET, HAVING AN ARC DISTANCE OF 122.61 FEET, AND WHOSE LONG CHORD BEARS SOUTH 45° 00' 00" EAST FOR A DISTANCE OF 121.39 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 29° 31' 30" EAST FOR A DISTANCE OF 98.56 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 17.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 53.175 ACRES, MORE OR LESS.

SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:

PARCEL A-16:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF PARCEL TRACT RBE6, AVENIR - POD 15, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 134, PAGE 179, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE, NORTH 00° 00' 00" EAST FOR A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING; THENCE, NORTH 90° 00' 00" WEST FOR A DISTANCE OF 3199.91 FEET; THENCE, NORTH 01°
30' 51" EAST FOR A DISTANCE OF 2231.97 FEET; THENCE, NORTH 40° 12' 41" EAST FOR A DISTANCE OF
37.09 FEET; THENCE, NORTH 02° 11' 39" EAST FOR A DISTANCE OF 830.19 FEET; THENCE, NORTH 90° 00'
00" EAST FOR A DISTANCE OF 1253.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 06° 43' 16", HAVING A RADIUS OF 859.00 FEET, HAVING AN ARC DISTANCE OF 100.77 FEET, AND WHOSE LONG CHORD BEARS SOUTH 06° 21' 05" WEST FOR A DISTANCE OF 100.71 FEET TO THE BEGINNING OF REVERS CURVETURE OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 09° 42' 43", HAVING A RADIUS OF 1285.00 FEET, HAVING AN ARC DISTANCE OF 217.82 FEET, AND WHOSE LONG CHORD BEARS SOUTH 04° 51' 22" WEST FOR A DISTANCE OF 217.55 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 260.45 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 47° 58' 46", HAVING A RADIUS OF 615.00 FEET, HAVING AN ARC DISTANCE OF 515.00 FEET, AND WHOSE LONG CHORD BEARS SOUTH 23° 59' 23" EAST FOR A DISTANCE OF 500.09 FEET; THENCE, SOUTH 47° 58' 46" EAST FOR A DISTANCE OF 66.28 FEET; THENCE, SOUTH 49° 54' 25" WEST FOR A DISTANCE OF 90.10 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 106° 38' 09", HAVING A RADIUS OF 271.00 FEET, HAVING AN ARC DISTANCE OF 504.37 FEET, AND WHOSE LONG CHORD BEARS SOUTH 03° 24' 40" EAST FOR A DISTANCE OF 434.66 FEET TO THE BEGINNING OF REVERS CURVETURE OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 20° 16' 05", HAVING A RADIUS OF 1259.00 FEET, HAVING AN ARC DISTANCE OF 445.37 FEET, AND WHOSE LONG CHORD BEARS SOUTH 46° 35' 41" EAST FOR A DISTANCE OF 443.05 FEET TO THE BEGINNING OF A COMPOUND CURVETURE OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 02° 55' 44", HAVING A RADIUS OF 1074.00 FEET, HAVING AN ARC DISTANCE OF 54.90 FEET, AND WHOSE LONG CHORD BEARS SOUTH 33° 18' 12" EAST FOR A DISTANCE OF 54.90 FEET TO THE BEGINNING OF REVERS CURVETURE OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 101° 32' 25", HAVING A RADIUS OF 266.00 FEET, HAVING AN ARC DISTANCE OF 471.41 FEET, AND WHOSE LONG CHORD BEARS SOUTH 82° 36' 32" EAST FOR A DISTANCE OF 412.09 FEET; THENCE, NORTH 46° 37' 16" EAST FOR A DISTANCE OF 214.46 FEET; THENCE, SOUTH 65° 34' 41" EAST FOR A DISTANCE OF 57.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 24° 25' 19", HAVING A RADIUS OF
885.00 FEET, HAVING AN ARC DISTANCE OF 377.23 FEET, AND WHOSE LONG CHORD BEARS SOUTH 77°
47' 21" EAST FOR A DISTANCE OF 374.38 FEET; THENCE, NORTH 90° 00' 00" EAST FOR A DISTANCE OF
225.20 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 192.48 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 90° 00' 00", HAVING A RADIUS OF 75.00 FEET, HAVING AN ARC DISTANCE OF 117.81 FEET, AND WHOSE LONG CHORD BEARS SOUTH 45° 00' 00" EAST

FOR A DISTANCE OF 106.07 FEET; THENCE, SOUTH 90° 00' 00" EAST FOR A DISTANCE OF 254.16 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 651.84 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 29° 31' 30" WEST FOR A DISTANCE OF 98.56 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 28° 06' 02", HAVING A RADIUS OF 250.00 FEET, HAVING AN ARC DISTANCE OF 122.61 FEET, AND WHOSE LONG CHORD BEARS SOUTH 45° 00' 00" WEST FOR A DISTANCE OF 121.39 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 60° 28' 30" WEST FOR A DISTANCE OF 98.56 FEET; THENCE, NORTH 90° 00' 00" WEST FOR A DISTANCE OF 17.00 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 150.323 ACRES MORE OR LESS.

SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

PART II - GENERAL INFORMATION	
Exhibit 4	Assessment Area Three – 2023 Project Area Plan	

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2737 Northeast 30th Place

Engineer of Record:

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Fort Lauderdale, Florida 33306 Phone: (954) 491-7811

Registered Engineer N ber:

Date:

/12/2023
41811

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Authorization No. CA26426

State of Florida

PART III:	PLANNED IMPROVEMENTS	
Exhibit 5	Conceptual Mitigation Plan (“CMP”)	

21

ballbé & associates, inc.

EW Cons ltants, Inc.
Nat  ral Reso rce Manage ent, Wetland, and Environ ental Per  itting Services

AVENTR

CONCEPTUAL WETLAND MTTTGATTON PLAN

Prepared For: AVENTR

Prepared By: EW Consultants, Tnc.

August 2016

Revised February 2017

Revised July 2017

Revised August 2017

1000 SE Monterey Co ons Bo levard, S ite 208  St art, FL 34996 772-287-8771  Fax 772-287-2988 www.ewcons ltants.co 

EW Cons ltants, Inc.
Nat  ral Reso rce Manage ent, Wetland, and Environ ental Per  itting Services

TNTRODUCTTON
The following Conceptual Compensatory Wetland Mitigation Plan has been prepared in support of the Environmental Resource Permit application for the construction of the Avenir project in Palm Beach Gardens. The proposed project is located on agricultural lands north of Northlake Boulevard, west of the North County General Aviation Airport, south of Beeline Highway (SR 710), and east of the Mecca Farms property and the Acreage. The property is approximately 4.5 miles in its longest north-south dimension and 2.5 miles in its longest east-west dimension. A Site Location Map (Figure 1) and Aerial Photo dated 2015 (Figure 2) are provided in Appendix A.
The property is 4,763 +/- acres, of which the project proposes the development of 2,337 +/- acres (the "Development Area") for a mixed use residential, commercial, and institutional community. The remainder of the property, 2,426 +/- acres (the "Conservation Area"), will remain undeveloped including 1,052 +/- acres of existing wetlands that will constitute the basis of the compensatory mitigation for proposed impacts within the Development Area. A map depicting the Conservation Area and the Mitigation Areas is included in Appendix A as Figure 3. This Conceptual Compensatory Wetland Mitigation Plan provides the details and specifications for the restoration of the wetlands and associated wetland buffer areas on the site.
The proposed Conservation Area entails approximately 2,400 acres. It is helpful to understand the magnitude of this habitat restoration and preservation program by putting it into context with other better known or similar projects. For instance, the Palm Beach County Unit 11 Regional Off-Site Mitigation Area directly adjacent to the west is an area of approximately 1,700 acres and thus smaller than the Conservation Area proposed for Avenir. A Corps of Engineers Regional General Permit for The Acreage allows for impacts on up to 1,627 acres of wetlands in The Acreage to be offset by the acquisition, restoration, and management program in Unit 11 while the Avenir plan proposes impacts to approximately 940 +/- acres of wetlands, approximately 690 fewer acres than what is mitigated by the 1,700 acre Unit 11 project.
Another example is the Loxahatchee Mitigation Bank which totals 1,250 +/- acres and is permitted to provide 641 wetland mitigation credits. This amount of mitigation credit could offset the entire wetland impact proposed by Avenir on nearly 1,000 acres less land than the proposed Conservation Area. A third example is the Sandhill Crane restoration project just north of the Avenir property. It is comprised of 1,425 acres of wetland and upland habitat restoration of a very similar nature to that proposed for the Conservation Area. Coincidentally, historic aerial photography indicates that the area of the Sandhill Crane restoration project was cleared, ditched, and drained for agriculture at the same time (early 1950s) as much of the Avenir property. At about two thirds the size of the Avenir Conservation Area, the Sandhill Crane project is considered a critical element in the efforts to restore the Loxahatchee Slough. Clearly the size, location, and habitat restoration proposed for the Avenir Conservation Area will provide an important additional contribution towards achieving this critical function.

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MTTTGATTON WORK PLAN
There are two distinct elements to the mitigation plan based on the geography of the site as well as the approach to surrounding activities and existing external features (please refer to Figure 3):
The smaller of the two elements is comprised of approximately 278 acres of wetlands located in the southwest portion of the Avenir property. This area, unlike the remainder of the Conservation Area is contained within/surrounded by the proposed development area, existing roadway (Northlake Boulevard), and existing development (the Acreage). As a result of these factors, this area will be hydrologically separate from the larger Conservation Area and will be managed independently. For ease of reference throughout this plan, this area is referred to as the Southwest Mitigation Area.
The second and larger element of the mitigation program is located north of the proposed development boundary. This area will be a stand-alone restoration, mitigation, and conservation area which currently includes 773+/- acres of existing wetlands. This area will be hydrologically separate from all development and is designed to operate as a rainfall driven wetland system. For ease of reference, this area is described as the Northern Mitigation Area throughout this plan.
Within the Northern Mitigation Area there are two distinct zones that are separated by the proposed north-south road from the development area to Beeline Highway. These two areas will have differing control elevations however, the mitigation and restoration actions in these areas will be consistent.
Overall, the compensatory mitigation will consist of the restoration of 1,052 +/- acres of existing wetlands as well as an increased wetland area (rehydration of areas that are currently upland pasture) of approximately 800 +/- acres that occur within the Northern Mitigation Area. These restored wetlands will benefit from the restoration and preservation of 455 +/- acres of contiguous upland areas that occur within the Northern and Southwest Mitigation Areas. Please refer to Figure 4 of the Mitigation Work Plan drawings provided as Appendix B for a depiction of the post- restoration conditions anticipated within the Conservation Areas.
Virtually all of the 1,052 +/- acres of existing wetlands that are subject to the proposed mitigation activities have been altered in some fashion by agricultural and/or silviculture activities. The clearing, ditching, and crop rotation of the past 50 plus years of row crop production, timber harvest, and cattle grazing on the site have resulted in long term effects and changes that have altered the composition of natural systems. The additional 800 +/- acres of wetlands proposed for restoration from existing upland pasture areas are currently non-native upland areas that have resulted from the long term agricultural drainage system on the property.
The compensatory wetland mitigation activities to be implemented in accordance with this Conceptual Mitigation Plan will entail four main categories of activity which will include preservation through conservation easement, hydrologic restoration, invasive species eradication and control, and long term habitat management. Each of these activity areas is described in further detail as follows.

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Preservation -
The entire 2,381.91 +/- acres of the Conservation Area will be preserved through recording of a conservation easement. The conservation easement will be granted to South Florida Water Management District (SFWMD) with third party enforcement rights to the U.S. Army Corps of Engineers. Survey, legal descriptions, sketches, and other required documentation will be completed to the satisfaction of the SFWMD after which the conservation easement will be recorded in the public records of Palm Beach County. A fully recorded copy of the conservation easement will be provided to SFWMD upon completion of recordation.

Hydrologic Restoration-
The primary driver in the success of this Conceptual Compensatory Wetland Mitigation Plan is to restore a more natural hydrological regime to the wetlands located throughout the Mitigation Areas. The means of achieving this will differ between the Southwest Mitigation Area and the Northern Mitigation Area. The ultimate goal is to raise the prevailing water table elevation to the maximum extent practical to more closely mimic historic natural conditions, re-establish surface water flows to follow natural topographic contours, slow the rate of runoff, and increase depth and duration of inundation in the wetlands.

Southwest Mitigation Area -
The existing constraints of Northlake Boulevard to the south (controlled at elevation 17.0 NGVD) and the Acreage to the west (controlled at 17.0 NGVD) limit the opportunities for hydrologic restoration in this area. However, this area benefits from not having had significant agricultural drainage in the past, and the current wetland hydroperiods (field measured normal pool elevations ranging from 20.5' to 21' NGVD) are generally supportive of continued existence of the wetlands in this area. The proposed development adjacent to these wetlands in the Southwest Mitigation Area will have a control elevation of 19.0' NGVD and thus will also limit the upper range of hydrologic restoration in these wetlands.
Given the surrounding constraints, the hydrologic restoration in the Southwest Mitigation Area will entail provision of impermeable barriers as necessary for the areas of wetland that may otherwise be adversely affected by the proposed lakes and associated control elevation in the on site development. In addition, provision of a perimeter berm at a minimum elevation of 23.0' NGVD will eliminate areas where there are currently connections to the agricultural drainage system to the east and north.

Northern Mitigation Area -
The wetlands that will benefit most from the hydrologic restoration are those that have been subjected to the effects of the on site agricultural drainage system. Wetlands located throughout the Northern Mitigation Area typically exhibit a highly disturbed vegetative composition that is the result of adaptation to these altered hydrological conditions along with grazing activity. The implementation of the hydrologic restoration will increase the average water depth throughout the Northern Mitigation Area and will lengthen the duration of the inundated conditions (the

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hydroperiod). The restored natural hydroperiod will support the vegetative community restoration effort by controlling undesirable transitional and upland vegetation while supporting existing wetland vegetation and the natural recruitment and propagation of desirable wetland plant species. These effects will be achieved in the areas that are currently jurisdictional wetlands as well as the areas that are currently disturbed uplands but will transition to jurisdictional wetlands as a result of the hydrologic restoration activities.
In order to accomplish this goal, the hydrologic restoration plan for the Northern Mitigation Area will include the implementation of the following three components:
Intercept/backfill the existing agricultural drainage infrastructure within the site in order to slow the rate of runoff and increase depth and duration of inundation,
Backfilling and re-grading of existing canals and roads to redirect surface water flows to follow natural topographic contours within the site, and
Increase the effective control elevation within the Northern Mitigation Area in order to raise the prevailing water table elevation to more closely mimic historic natural conditions.

Slowing the rate of runoff and increase depth and duration of inundation:
Intercepting the agricultural drainage infrastructure within the Northern Mitigation Area will entail plugging, backfilling, and potentially installing control structures at the locations where the main internal agricultural canals connect to the primary outfall canal(s). This initial step in the hydrologic restoration plan will slow the rate of runoff and increase depth and duration of inundation. A control elevation of 20.5' NGVD will be established west of the proposed north- south road.
The use of earthen ditch blocks as temporary measures followed by backfilling of agricultural ditches and canals will allow for the elimination of artificial surface water connections that were created to accelerate drainage and lower the prevailing ground water levels for agriculture. The spoil material that resulted from the excavation of the canals, ditches, and swales used for historical agricultural drainage was typically deposited along the excavated canals, ditches, or swales, and used as a berm or elevated farm road to facilitate the maintenance of those surface waters and access throughout the property.
The installation of earthen ditch blocks will be used on a temporary basis to facilitate backfilling of canal and ditch sections, which will be filled in their entirety and graded to match surrounding natural elevations. Fill material will be generated from a combination of the existing berms created by the material originally excavated from the canals and ditches as well as material generated from the scrape down of existing upland pasture areas. Please refer to Figure 5 of the Mitigation Work Plan drawings provided as Appendix B, depicting the proposed backfilling of the agricultural canal network.
If necessary, the installation of control structures (typical culvert and riser systems) in appropriate locations will allow for establishment of the initial control elevation of 20.5' NGVD west of the proposed north-south road as well as adaptive management variation of the effective water levels at strategic hydrologic connection points. These control structures will allow the implementation of adaptive hydrologic management, based on the observed or required changes over time in the mitigation area. The hydrologic restoration will be a primary driver in the invasive nuisance and

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exotic vegetation eradication effort as well as the desirable native wetland vegetation enhancement effort.

Restoring surface water flows:
Backfilling and re-grading of existing roads and canals within the mitigation area will be undertaken in a strategic fashion in order to redirect flows to more natural, "overland" flow patterns. The historic agricultural activities and the creation of ditches and resultant spoil banks on the site have fragmented the landscape to facilitate the management of surface water flows and the ground water table. The systematic creation of conveyance canals, drainage ditches, and swales in a "grid" pattern has accelerated drainage to accommodate agricultural uses leading to isolation and severing of wetland systems as well as altering their upland contributing areas.
The entire Mitigation Area has been recently mapped using LIDAR technology, which provides relative elevation data from which natural flow patterns can be derived. In combination with historic and current aerial photography, flow way patterns will be developed based on actual ground elevations and historic flow patterns. When combined with the detailed mapping of existing canals, ditches and elevated dirt roads, the interruptions to the natural flow patterns have been identified. This approach will function in a rainfall driven system to move water along natural flow paths and follow the underlying topographic contours of the Northern Mitigation Area. In the event that external sources of additional water become available, this systematic natural approach will provide for a functional flow way that can accommodate additional flows with little or no modification.
In general, the hydrologic restoration activities will progress from the higher elevation areas toward the lower elevation areas in order to maximize opportunity to work in "drier" conditions for the backfilling of canals and ditches. Temporary earthen plugs may be used to isolate sections of ditches or canals to prevent runoff of turbid canal water as well as allow for drying out of sections to facilitate earthwork.

Raising the prevailing water table elevation:
The current normal pool elevation in most wetlands within the Northern Mitigation Area is lower than the expected natural condition for these wetlands. During the wetland delineation efforts for the overall property, select wetland systems were analyzed for indicators of seasonal high water elevations as well as normal pool elevations. For the wetlands throughout the property, the seasonal high water elevation indicators (where indicators were available) showed inundation at levels generally consistent with the wetland systems and expected depth. This observation indicates that there is sufficient precipitation input to fully hydrate wetland systems on a regular basis. The normal pool elevations however, where inundation generally occurs for extended periods, ranged from 12 to 18 inches lower than what would be expected for the given wetland systems. This indicates a "flashy" hydrologic system where otherwise normal inundation levels do not have sufficient duration within the system to support the areal extent and type of wetland systems expected.
The primary cause of this condition is a prevailing water table level below the otherwise natural conditions, which in this case is the result of a control elevation for the overall site that is set to

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achieve agricultural drainage rather than natural wetland conditions. The restoration design approach anticipates an increase in effective control elevation for the Northern Mitigation Area on the order of 18 inches as a result of backfilling ditches, modifications to outfall structures, and the surface water management system within the Development Area. The Northern Mitigation Area consists of two separate basins, one east of the north-south road and one west of the road. For the area east of the north-south road, a control elevation of 18.5' NGVD will be established. For the basin west of the north-south road, a control elevation of 20.5' NGVD will be established. The hydrologic restoration will result in a more consistent continuum of wetland conditions whereby deep water (freshwater marsh and open water) conditions occur in the central portions of wetland systems and transition to shallow water shorter hydroperiod (wet prairie) conditions in the outer limits of the wetlands.

Please refer to Figure 6 of the Mitigation Work Plan drawings provided as Appendix B for the locations and data from wetlands where seasonal high water and normal pool water elevations were marked and measured by survey. The initial survey data was collected in NAVD however, since the surface water management design and surrounding areas are all documented in NGVD, these elevations have been converted to NGVD to facilitate comparison.

Habitat Restoration-
As a result of the hydrologic and vegetative restoration, the vegetation associations found within the mitigation area will be enhanced and restored to desirable native habitats. The major habitat types to be restored within the mitigation area include pine flatwoods, dry prairies, flatwoods marshes, depression marshes, wet prairies, ponds, and strands. This nomenclature follows the descriptions of the ecological communities presented in Ecosystems of Florida (Myers, 1990).

Pine Flatwoods and Dry Prairies
These upland habitat types are common in South Florida and are characterized by low, flat topography, and relatively poorly drained soils. These habitats are naturally dependent on a frequent fire regime and occasional inundation. Pine flatwoods can exhibit sparse to dense canopy coverage, usually the result of the fire regime, or lack thereof. The pine flatwoods understory is typically low to the ground and dominated by a mosaic of low shrubs (saw palmettos, gallberry, wax myrtle, and fetterbush) and the ground cover is comprised of grasses and forbs (wiregrasses, broomsedge, and love grasses).
The pine flatwoods found on site typically suffer from the lack of a natural fire regime, usually due to fire suppression. Due to the conversion of the land to pastures and agricultural fields, and the lack of regular fires, there are currently no dry prairie habitats on site. The pine flatwoods found within the mitigation area exhibit signs of fire suppression that include:
a high tree density per acre, overgrown understory,
limited ground cover by graminoids and forbs,
a dense accumulation of dead vegetation creating excess fuel accumulation,
the presence of invasive exotic vegetation.

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The proposed vegetation management activities will aim at promoting an increase in vegetation diversity and provide greater foraging opportunities for wildlife. The thinning of native vegetation such as slash pines and saw palmettos in the canopy and subcanopy through mechanical removal and prescribed burns will allow for a greater groundcover vegetation diversity. The eradication of invasive exotic vegetation (e.g. Brazilian pepper) will create openings and further opportunities for greater groundcover vegetation diversity. Some improved pastures will also be restored to pine flatwoods and dry prairies through the mechanical removal of pasture and forage grasses, the replanting of desirable native vegetation, and the implementation of prescribed burns.
The proposed hydrologic restoration will also raise the prevailing water table and create short period of inundation in the lower elevations of the pine flatwoods and dry prairies. These short inundation periods will provide additional opportunities for increased vegetation diversity, particularly for graminoids and forbs that can respond rapidly to changes in hydrology in both the pine flatwoods and the dry prairies.
Native upland plants to be installed as part of the upland re-vegetation effort will be selected from the following plant list:

Pine Flatwoods Supplemental Native Wetland Vegetation Planting List- Common name (Scientific name)
Slash pine (Pinus elliottii) Myrsine (Myrsine guianensis) Dahoon holy (Ilex cassine) Saw palmetto (Serenoa repens) Gallberry (Ilex glabra) Fetterbush (Lyonia lucida)
Rusty staggerbush (Lyonia ferruginea) Wild coffee (Psychotria nervosa) Elliott's lovegrass (Eragrostis elliottii) Purple lovegrass (Eragrostis spectabilis) Wiregrass (Aristida stricta)
Fakahatcheegrass (Tripsacum dactyloides) Hairawn muhly (Muhlenbergia capillaris)

Dry Prairie Supplemental Native Wetland Vegetation Planting List- Common name (Scientific name)
Gallberry (Ilex glabra) Fetterbush (Lyonia lucida)
Elliott's lovegrass (Eragrostis elliottii) Purple lovegrass (Eragrostis spectabilis) Wiregrass (Aristida stricta) Fakahatcheegrass (Tripsacum dactyloides) Hairawn muhly (Muhlenbergia capillaris)

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Hydric Pine flatwood / Wet Flatwoods
This forested wetland habitat type is an ecotonal community found between the drier pine flatwoods and wet prairies. This community is also naturally dependent on a frequent fire regime and regular inundation. While slash pines will dominate areas with short hydroperiods and frequent fires, cypress trees are more adapted to frequently inundated areas that are naturally fire- suppressed and may be the dominant species in some areas of hydric pine flatwoods. Hydric pine flatwoods are differentiated from pine flatwoods/dry prairies by differences in the subcanopy and groundcover with the hydric pine flatwoods exhibiting understory and groundcover strata dominated by wetland plant species.
The hydric pine flatwoods found on site typically suffer from the lack of a natural fire regime and lowered ground water table that have allowed plants that are less tolerant of frequent inundated conditions to dominate this habitat. The slash pine canopy has been crowded by numerous young pines and the subcanopy has become dominated by tall saw palmettos, gallberry, and wax myrtle.
The proposed vegetation management activities will aim at promoting an increase in vegetation diversity and provide greater foraging opportunities for wildlife. The thinning of native vegetation such as slash pines and saw palmettos in the canopy and subcanopy through mechanical removal and prescribed burns will allow for a greater groundcover vegetation diversity. The eradication of invasive exotic vegetation (e.g. Melaleuca and Brazilian pepper) will create openings and further opportunities for greater groundcover vegetation diversity.
In addition, the proposed hydrologic restoration will raise the prevailing water table and convert upland pine flatwoods into hydric pine flatwoods. The inundated conditions will shift the understory vegetation composition towards species that are tolerant of inundated conditions and provide opportunities for increased vegetation diversity, particularly for graminoids and forbs that can respond rapidly to changes in hydrology.
Native hydrophytic plants to be installed as part of the wetland restoration will be selected from the following plant list:
Hydric Pine flatwood / Wet Flatwoods Supplemental Native Wetland Vegetation Planting List- Common name (Scientific name)
Slash pine (Pinus elliottii) Myrsine (Myrsine cubana) Cocoplum (Chrysobalanus icaco)
Button bush (Cephalanthus occidentalis) Fetterbush (Lyonia lucida)
Cord grass (Spartina bakeri) Gama grass (Tripsacum floridana) Beak rush (Rhynchospora spp.) Sawgrass (Cladium jamaicense) St. John's wort (Hypericum spp.) Wiregrass (Aristida stricta)
Swamp fern (Blechnum serrulatum) Purple lovegrass (Eragrostis spectabilis) Elliott's lovegrass (Eragrostis elliottii)

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Depression Marshes and Wet Prairies
These herbaceous wetland communities typically occur in conjunction with one another. The wet prairie plant community occurs typically at the fringes of the wetlands, on sandy substrate, where the hydroperiod ranges from a few weeks to several months during normal years. The depression marsh plant community typically corresponds with the deeper center areas of those wetlands, where organic soils (peat or muck) are present, as organic material accumulation occurs under nearly constant inundation conditions.
The vegetation diversity and density is dependent on the variations of the hydrologic regime. While inundated conditions favor nearly exclusively hydrophytic plant species, temporary dry downs are necessary to allow seed germination and promote plant diversity. If prolonged inundation conditions occur, diversity diminishes as annual plant species die off (e.g. maidencane and beakrush) and do not re-generate while short-lived perennials (e.g. St. John's Wort) persist.
Finally, in the center of those marshes that exhibit near continuous inundation over several growing seasons, perennials such as pickerel weed or arrowhead tend to dominate.
The fire regime will also dictate the vegetation composition by limiting the invasion by woody species growth (e.g. slash pine and wax myrtle), controlling the herbaceous and forbs growth, and affecting (burning off) peat accumulation.
As a result, while dominated by herbs and forbs plant species, these habitats can experience highly variable plant composition year over year, in response to recent and extreme changes in hydrology, whether temporary or prolonged, and the occurrence of fires.
The proposed vegetation management activities will aim at promoting an increase in vegetation diversity and provide greater foraging opportunities for wildlife. The thinning of native vegetation such as wax myrtle and saltbush through mechanical removal and prescribed burns will allow for a greater groundcover vegetation diversity. The eradication of invasive exotic vegetation (e.g.
Melaleuca and Brazilian pepper) will create openings and further opportunities for greater groundcover vegetation diversity.
In addition, the proposed hydrologic restoration will raise the prevailing water table and promote the accumulation of organic soils in the deeper depressional marsh. This will provide opportunities for increased vegetation diversity, particularly for graminoids and forbs that can respond rapidly to changes in hydrology in the higher elevations of the wet prairies.
Native hydrophytic plants to be installed as part of the wetland restoration will be selected from the following plant list:

Wet Prairies Native Wetland Vegetation Planting List - Cord grass (Spartina bakeri)
Eastern gamagrass (Tripsacum dactyloides) Beak rush (Rhynchospora spp.)
Sawgrass (Cladium jamaicense) Spikerush (Eleocharis cellulosa)

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Depression Marshes Native Wetland Vegetation Planting List - Common Name (Scientific name)
Button bush (Cephalanthus occidentalis) Arrowhead (Sagittaria lancifolia) Pickerel weed (Pontederia cordata) Golden canna (Canna flaccida) Sawgrass (Cladium jamaicense) Spikerush (Eleocharis cellulosa)
Giant bulrush (Scirpus californicus) Fire flag (Thalia geniculata)
White water lily (Nymphaea odorata)

Ponds and Strands
These forested wetland communities typically occur in wetland areas that experience prolonged periods of inundation, infrequent to rare fires, and a significant accumulation of or organic matter. These systems are typically considered stillwater swamps, where there is no discernible surface water flow due to a lack of gradient. Several of these cypress ponds and bay swamps are found within the mitigation area and are usually located in isolated depressions.
Under rare circumstances such as after unusually high rainfall events, these isolated ponds may become hydrologically connected and create strand systems. The mitigation area exhibits one large strand system dominated by Carolina willow, dahoon holy, pond apple, and bay trees.
The proposed vegetation management activities will aim at promoting an increase in vegetation diversity and provide greater foraging opportunities for wildlife. The eradication of invasive exotic vegetation (e.g. Brazilian pepper, melaleuca, and old world climbing fern) will create openings and further opportunities for greater groundcover vegetation diversity. The prescribed burn cycles will also limit the recruitment of hardwood species at the fringe of these wetland systems.
The proposed hydrologic restoration will also raise the prevailing water table and provide a more natural fluctuation of water levels. The variations in the areal extent of the inundated areas will provide opportunities for greater seed dispersal for species like cypress trees and red maples, thus enhancing the vegetation regeneration.
Native hydrophytic plants to be installed as part of the wetland restoration will be selected from the following plant list:
Ponds and Strands Native Wetland Vegetation Planting List - Cypress (Taxodium spp.)
Sweetbay magnolia (Magnolia virginiana) Swamp bay (Persea palustris)
Laurel oak (Quercus laurifolia) Pond apple (Annona glabra) Strangler fig (Ficus aurea) Myrsine (Myrsine cubana) Cocoplum (Chrysobalanus icaco)

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Button bush (Cephalanthus occidentalis) Wax myrtle (Myrica cerifera)
Lizard tail (Saururus cernuus)

Tnvasive Nuisance and Exotic Species Eradication and Control -
The current conditions in the wetland mitigation area and surrounding upland areas located throughout the Conservation Area can be characterized as severely invaded by non-native invasive vegetation species. The wetland systems exhibit a varying degree of invasion by non-native vegetation, with some areas near monocultures of melaleuca and others with only occasional occurrence of invasive non-native species. Upland areas range from improved pastures to relic pine flatwoods and also exhibit a varying degree of invasion by non-native vegetation. Improved pastures are typically dominated by smut grass as well as non-native forage grasses such as bahia grass, and exhibit Brazilian pepper and wax myrtle thickets ranging from scattered to near monocultures.
This range of conditions along with the relatively large area of wetland and upland restoration (>2,400 acres) will require a stepwise process for initial eradication of invasive non-native vegetation tailored to the landscape conditions within different habitat regimes. Although examples of typical invasive species are prescribed for eradication in the following sections, eradication and control of invasive species will include all Category I and II invasive species in accordance with the most recent edition of the Florida Exotic Pest Plant Council (FLEPPC) listing.

Southwest Mitigation Area -
The exotic and nuisance vegetation occurrence in the Southwest Mitigation Area is almost exclusively invasion by melaleuca within the wetlands. Although there are minor occurrences of other invasive non-native species (especially old world climbing fern), melaleuca is the primary species in need of eradication. It occurs in densities that vary from individual trees within an otherwise native area to monoculture stands within portions of the wetlands. Although typical measures for eradication of all invasive and nuisance species will be completed in this area (refer to detailed approach provided below), site specific techniques for eradication of the melaleuca and old world climbing fern (typically growing on the melaleuca) in the Southwest Mitigation Area will be implemented as follows.
In the majority of the wetlands, the melaleuca coverage occurs as occasional single trees or small groupings. In these areas, the eradication will take place through hand pulling or cutting with herbicide treatment of any cut stumps.

There are approximately 25 acres of these wetland areas that are essentially monocultures of melaleuca tightly growing at canopy coverages exceeding 75%. This melaleuca density, along with several heavy occurrences of old word climbing fern has shaded out all or nearly all native species. In order to achieve successful restoration and native recruitment in these areas, this melaleuca and the associated old world climbing fern will be removed by mechanical means. Although field conditions will dictate the final equipment and methods, the proposed approach is to use a "feller/buncher" which will harvest trunks leaving stumps cut off less than 12" from the

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ground surface. The stumps will be treated with herbicide to prevent re-growth and the trunks will be removed and hauled off site.
Please refer to Figure 7 of the Mitigation Work Plan drawings provided as Appendix B for a depiction of the areas in the Southwest Mitigation Area wetlands where coverage densities of melaleuca exceed 75% canopy closure, which will be the guide for proceeding with the methods of eradication described above.

Northern Mitigation Area -
The exotic and nuisance species occurrence in the Northern Mitigation Area is more highly variable in type and coverage than that in the Southwest Mitigation Area. In addition, several native species that can reach nuisance levels (cattail, Carolina willow, wax myrtle, salt bush, dog fennel) occur in dense or monotypic stands that will be subjected to selective thinning activities to promote desirable wetland and upland vegetation diversity and density. Nuisance level native vegetation coverage reduction will be achieved through the approach detailed below.

Initial Invasive Exotic Vegetation Eradication -
The primary species of concern in the wetland systems is melaleuca. Because the density of melaleuca trees varies so widely within and between wetland systems, several different approaches to eradication will be necessary.
Where it occurs in deeper areas of wetlands, depending on the trunk size, either girdling with herbicide treatment (for larger trees) or cut and stump treatment (for smaller diameter trees) will be utilized for eradication of melaleuca. Tree trunks will be left in place to decay and fall naturally, as any efforts at manual removal would likely result in significant collateral damage to the wetland substrate and remaining native vegetation. In addition, the decaying melaleuca trees will return biomass to the wetland systems where they occur, provide snags, and micro-topographic relief that will be beneficial to the establishment of an increasingly diverse fauna and flora. In areas where inundation is shallower and generally shorter, cutting and stump treatment will be employed in order to create open canopy which will allow for more rapid recruitment of native species.
Where practical, mechanical clearing will be utilized to remove trunks in high density areas of melaleuca. This approach will be utilized when substrate and native vegetation disturbance would be minimal and/or the benefit of the mechanical removal will outweigh potential vegetation and soil disturbance.
Herbaceous invasive species occurring in the wetlands (primarily torpedo grass and cattail) will be treated through foliar application of appropriate herbicides. The cypress swamp wetlands (as well as areas with stands of melaleuca) exhibit considerable invasion by old world climbing fern.
Eradication of this species will be through foliar application of herbicide.
The initial eradication phase is anticipated to take approximately 12 months for completion. The various herbicide application methods must be spread over a sufficient amount of time and space to prevent "system collapse" that can occur when natural systems are overwhelmed by application of herbicides and their attendant effects. Rapid die off of biomass in a given time and space can result in excessive nutrient release that can overcome the assimilative capacity of individual

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wetlands and connected wetland systems. As such, a systematic approach of treatment in distinct separate areas over specific time periods will be employed to prevent undesirable system wide effects.
All exotic vegetation as listed by the Florida Exotic Pest Plant Council (as amended from time to time) will be eradicated from the on-site mitigation areas.
All eradication will be through herbicide application, hand clearing, and where appropriate, removal of dead material off-site.
All eradication of woody exotics will through the cutting/treatment of the trunk and/or stump with an appropriately labeled herbicide.
All eradication of non-woody exotic vegetation will be through application of appropriately labeled herbicide.
The criterion for acceptance of eradication of nuisance and exotic vegetation will be 100 percent kill immediately after the completion of the eradication activity. If initial eradication efforts do not achieve this criterion, follow up treatment will be conducted.
Any 0.25 acre portion of the wetland mitigation area exhibiting nuisance and exotic vegetation coverage of five percent or more will trigger the need for additional exotic vegetation control activities for this particular portion of the wetland mitigation area.

Herbicides are required for the treatment of all stumps/trunks of woody vegetation to prevent re- growth, and for eradication of non-woody exotic and nuisance vegetation.
All herbicide application activity will be conducted under the supervision of a Florida Department of Agriculture licensed applicator, licensed for application of aquatic herbicides.
All herbicides applied within the wetland area must be properly labeled for application in wetlands.
All herbicide applied must include a visible tracer dye in the mix to facilitate observation of treated vegetation.

Invasive Native Nuisance Vegetation Management -
The selected approach will vary with the species targeted for thinning. As previously indicated, the primary driver of the mitigation plan is the overall hydrologic restoration. The hydrologic improvements will increase the hydroperiod throughout the Northern Mitigation Area. As a result, native nuisance species such as wax myrtle, saltbush, and dog fennel that are not tolerant of prolonged inundation and have invaded the mitigation wetlands due to past drained conditions will be controlled by the improved hydrology. These species are anticipated to die off and thin out due to extended flooding conditions.
For obligate wetland species such as Carolina willow and cattail, herbicide application techniques will be employed, as detailed in the above section for exotic species eradication.
Alternatively, where soil substrate and native vegetation allow, mechanical thinning through roller chopping or bush hog mowing may be employed to rapidly reduce above ground biomass.

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Wetland Native Vegetation Restoration -
The mitigation areas exhibit three general habitat conditions that will require native vegetation restoration including; 1) areas dominated by invasive exotic vegetation, 2) areas that currently exhibit low or sparse desirable native vegetation coverage, and 3) areas that currently exhibit a dense native vegetation coverage that is monotypic or significantly less diverse than the expected natural system. In all of these cases, increasing density and diversity of the native vegetation composition will be required to restore or enhance wetland functions to achieve the ecological lift proposed by this mitigation plan.

Southwest Mitigation Area -
The mitigation wetlands in the Southwest Mitigation Area currently exhibit most or all of the expected native vegetation assemblage in a wet prairie/freshwater marsh wetland system. The occurrence of melaleuca and old world climbing fern is either in high density monocultures or sparsely distributed. In locations where these invasive exotic species are sparsely distributed, spot treatment for eradication will allow for open canopy and natural recruitment to restore the appropriate native wetland vegetation assemblage. In areas where monoculture of melaleuca and associated old world climbing fern occur, the eradication approach will entail cutting and removal of these species which will eliminate shading and open these areas to recruitment of native wetland species from surrounding wetland habitats. In the event that native recruitment has not re- populated these areas within 24 months of completing the eradication, a native wetland planting plan will be implemented to supplement species that have recruited naturally. The planting plan will utilize and where appropriate expand on the proposed planting list presented in the previous section on habitat restoration.

Northern Mitigation Area -
As restored hydrology is the primary driver of restoration of wetland conditions and functions in the Northern Mitigation Area, the mitigation area will rely on the hydrological restoration to create hydrologic conditions for the increased density and diversity of native vegetation. Given the abundant native vegetation seed source in the mitigation wetlands, the mitigation will allow natural recruitment of native species from existing and adjacent wetland systems.
The hydrologic restoration will result in increased hydroperiod throughout the Conservation Area, and as such, a shift in the native vegetation composition and distribution is anticipated resulting in the concentric wetland habitat characteristic typical of basin marsh wetlands. Vegetation with higher tolerance for deeper and longer duration inundation will establish in the deeper portions of the wetlands while those with less tolerance will shift toward the outer fringes of the wetlands.
Although natural recruitment is the proposed approach, it is reasonable to assume that there will be locations and circumstances under which this approach is not sufficient or the time to achieve the appropriate level of vegetative cover exceeds the time lag provided for in the calculation of functional gain.
In the event that native recruitment has not re-populated certain areas within the projected time lag period, a native wetland planting plan will be implemented to supplement species that have

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recruited naturally. The planting plan will utilize and where appropriate expand on the proposed planting list presented in the previous section on habitat restoration.

Upland Native Vegetation Restoration -
The Northern Mitigation Area is comprised of a mosaic of wetland and upland areas. In addition to the restoration efforts that will take place in the wetland mitigation areas and the conversion of upland areas into wetlands, upland areas will remain as part of the Northern Mitigation Area mosaic. Those uplands will be managed so as to provide supporting habitat and buffer for the wetlands.
In general, areas that currently exhibit most or all of the components of an intact native upland vegetation association will be prioritized in order to re-establish ecotone habitat opportunities at the boundaries of existing wetland communities. Upland habitat restoration in areas that are currently cleared grassland/pasture will follow along with the completion of hydrologic restoration activities that will re-establish more natural boundaries of upland and wetland systems. In contrast to the wetland restoration progression, the upland restoration segments and chronology will follow existing habitat and vegetative conditions rather than topographic and existing drainage infrastructure factors.

Pine flatwoods restoration-
Areas that currently exhibit the expected canopy, understory, and ground cover vegetation typical of mesic pine flatwoods habitat will receive spot treatments to eradicate of any occurrence of existing invasive nuisance or exotic vegetation. In some areas, slash pine density is too high for sustained flatwoods habitat function, and thus thinning of existing pines, primarily in younger year classes will also be implemented to establish the canopy cover percentages typical of this habitat type. The thinning of the of the pine canopy and sub-canopy will also reduce the fuel load thus allowing future prescribed burns to be implemented with reduced risks of crown fire.
After the completion of the initial invasive nuisance and exotic vegetation eradication, and the completion of the hydrologic restoration activities, relic pine flatwoods areas will initially be left to revegetate naturally to identify the available seed source. Upon seed emergence, these areas will be surveyed and areas exhibiting any invasive nuisance and exotic vegetation seed source will receive the appropriate maintenance treatment. Once the invasive nuisance and exotic vegetation seed source have been brought under control, sufficient canopy, subcanopy, and ground cover is expected to remain in most areas. Barren areas requiring supplemental native vegetation will be evaluated and replanted with an assortment of native plant species selected from the upland planting list. The exact replanting plan (quantity and composition) will be tailored to site conditions. For instance, areas currently exhibiting an appropriate tree canopy and understory will only receive supplemental ground cover plantings. The planting plan will utilize and where appropriate expand on the proposed planting list presented in the previous section on habitat restoration.

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Woodland pasture restoration-
Woodland pastures are those areas that were improved pastures up until approximately 15 years ago, and due to the absence of recent vegetation management activities to promote forage production and cattle grazing, are currently exhibiting an immature tree and shrub layer. These areas are dominated by invasive exotic vegetation (Brazilian pepper) and native nuisance species (wax myrtle). The vegetation also includes a varying cover of immature native trees (slash pines, scattered cabbage palms and oaks). Ground cover vegetation is generally absent or comprised of remnant forage grasses.
Restoration of these areas will require mechanical removal of the invasive exotic vegetation (Brazilian pepper), and mechanical removal (roller chopping and/or bush hogging) of undesirable shrubs to thin out the subcanopy. These areas are anticipated to require seeding and/or re-planting, in accordance with the proposed planting list presented in the previous section on habitat restoration.

Improved pasture restoration-
Improved pastures are those areas dominated by invasive species such as smut grass along with forage grasses, primarily bahia grass. These areas are generally devoid of any trees with the exception of scattered oaks, slash pine, and cabbage palms. The shrub layer density varies from scattered to dense clusters and is comprised of Brazilian pepper, wax myrtle, and salt bush.
Restoration of improved pastures to native upland will require a stepwise process. Shrub overgrowth will be reduced through mechanical processes (root raking, mowing, roller-chopping, and/or bush hogging) to remove or lower the above ground biomass of the exotic shrub and tree vegetation before systemic herbicide treatment.
In areas where invasive exotic grasses and forage grasses are the dominant cover, the top two to six inches of soil will be mechanically removed to obtain a weed, seed, and rhizome free soil surface. This overburden will be used in the perimeter berm and to backfill ditches and swales. The barren areas will initially be left to revegetate naturally to identify the available seed source. Upon seed emergence, these areas will be surveyed and areas exhibiting any invasive nuisance and exotic vegetation seed source will receive the appropriate maintenance treatment. Once it is determined that the exotic vegetation seed source has been significantly depleted, these areas will be seeded with a native seed mix. For the first three years, the site will be maintained by herbicide treatment. Prescribed burns will be subsequently used to maintain the site by reducing overgrowth and triggering seed germination. Containerized tree and shrub species will be planted following the first prescribed burns and will be completed in accordance with the above plant list, to re- establish a native pine flatwoods habitat.
In areas where invasive exotic grasses and forage grasses are not the dominant cover, one or more spot herbicide treatments will be employed to preserve the otherwise desirable native ground cover and seed source. Once it is determined that the exotic vegetation seed source has been brought under control, these areas will be seeded and/or re-planted, in accordance with the proposed planting list presented in the previous section on habitat restoration.

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Created upland buffer -
Where wetlands are avoided, a minimum 25 foot-wide upland buffer is provided within the restoration area. In some areas, the development of the site will result in partial impacts to several wetlands. The remaining portion of these wetlands will therefore be abutting the proposed development site. Functional loss due to secondary impacts has been assessed in the functional analysis and is fully offset by the proposed restoration activities. In order to further offset and prevent secondary impacts, 25 foot-wide upland buffers will be created within the development limits, from the toe of slope of the development (where it meets the wetland limit) and extend 25 feet towards the development site.
As most areas of the future development site will likely be cleared and re-graded, a full replanting of the created upland buffers will be necessary. The planting plan will utilize, and where appropriate, expand on the proposed planting list for pine flatwoods restoration, as presented in the previous section on pine flatwood habitat restoration.

Seeding-
Areas requiring seeding will be disked with deep cuts to break up the remaining bahia grass rhizomes. The site will be disked a second time as shallow cuts to smooth the site and rolled to compact the soils in order to improve moisture retention. Further herbicide treatments may be required if exotic vegetation regrowth is observed prior to the seeding of the site.

Burn plan-
An important management tool for the restoration and long term management of the restored uplands will be the implementation of a prescribed burn plan. Once fuel loads have been managed and reduced to acceptable levels to reduce the risk of canopy fires, prescribed burns will be conducted to promote the growth of desirable ground cover grasses and limit the canopy and sub- canopy closure.
The property will be divided into burn management units. The boundaries of these burn management units will be established to follow existing habitats (pine flatwoods, woodland pastures, and improve pastures) and take advantage of existing berms and dirt roads to be used as fire breaks. This will allow the use of prescribed burns as a management tool to reduce vegetation coverage, and stimulate flowering and seed germination.
The specifics of each prescribed burn will be prepared specifically for the burn unit targeted and the specific vegetation management objective, taking into consideration weather and climatic conditions at the time of the prescribed burn. Each prescribed burn plan prepared will be submitted to the Florida Forest Service.

Conveyance Canal-
The north-south conveyance canal will carry excess treated stormwater generated by the development area to the permitted outfall points and based on hydrologic conditions, will have free exchange with the Northern Mitigation Area. This conveyance feature will be planted with native vegetation and will serve as a buffer between the mitigation area and the north-south

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thoroughfare. Please refer to Figure 8 of the Mitigation Work Plan drawings provided as Appendix B for a planting plan. Native hydrophytic plants to be installed as part of the conveyance feature
re-vegetation effort and will be selected from the following plant list:

Native Wetland Vegetation Planting - (Common Name Scientific name) Cord grass Spartina bakeri
Gama grass Tripsacum floridana Cocoplum Chrysobalanus icaco Button bush Cephalanthus occidentalis Arrowhead Sagittaria lancifolia Pickerel weed Pontederia cordata Golden canna Canna flaccida
Beak rush Rhynchospora spp. Sawgrass Cladium jamaicense Spikerush Eleocharis cellulosa Giant bulrush Scirpus californicus Fire flag Thalia geniculata
White water lily Nymphaea odorata

Invasive Native Nuisance Vegetation Management -
The north-south conveyance feature will be maintained following the invasive native nuisance and exotic vegetation control treatments specifications of this plan.

Fencing and Signage -
Fencing and signage will be installed and maintained along the perimeter of the Northern Mitigation Area to prevent activities detrimental to the restoration and enhancement of native vegetation and wildlife habitat.
The Northern Mitigation Area is surrounded by Palm Beach County natural areas (Hungryland Slough and Sweetbay Natural Areas) and is bordered by large drainage canals that will create effective barriers to reduce access for trespassing in the mitigation area. Nevertheless, the adjacent proposed Avenir development and the connector road that will link Northlake Boulevard to SR710/Beeline will cross the mitigation area and follow most of its eastern border, thus providing potential opportunities for trespassing or impacts. Perimeter fencing and signage will be installed to educate the public about the purpose of the mitigation areas and restrict access and activities in the Northern Mitigation Area to the allowed public access points.
The posting of "No Trespassing" signs will follow the requirements of Florida Statutes and will typically result in signs being posted at an interval no greater than 500 feet. Where the potential for trespassing is the greatest such as access gates, along roads, publicly accessible spaces, and developments, signs will be posted at a greater frequency as deemed appropriate.

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The need for construction of fences, barriers, and/or walls will be determined by the land use adjacent to the mitigation area and the intended goal. For instance, where canals or other bodies of water will border the mitigation areas, the installation of fences may be limited to cutting off access to the shoreline and thus will maintain wildlife access to those bodies of water. Wildlife fencing or barriers will also be installed to prevent wildlife from entering or crossing roadways, and will safely guide wildlife to specifically designed wildlife crossings.

PERFORMANCE STANDARDS/SUCCESS CRTTERTA
The following ecological performance standards/success criteria are based on attributes that are objective and verifiable, and aim at tracking the success of the mitigation work plan. A series of mitigation milestones and restoration goals have been established to objectively evaluate whether the ecological restoration is trending towards success and attaining its objectives. They are comprised of ecological, administrative, and adaptive management standards.
The achievement of these performance standards/success criteria will also allow for the discreet quantification of the compensatory wetland mitigation functional gains provided by the restoration activities throughout the duration of the restoration and subsequent monitoring and maintenance activities.
These performance standards/success criteria are applicable to this conceptual wetland mitigation plan and may be further refined or superseded by future performance standards/success criteria established by future permit modifications, including construction permits.
The performance standards/success criteria are divided in two major categories: Activity-based and Performance-based:

Activity Based- (Complete/Tncomplete)
Official recording of the site protection instrument (Conservation Easement) Submittal of the financial assurance
Termination of the cattle lease Construction of the perimeter fencing Removal of internal pasture fences
Installation of Conservation Area boundary signs Mechanical removal of undesirable vegetation
Initial invasive nuisance / exotic vegetation eradication treatment
Restoration area earthwork (ditch blocks and backfill, installation of control structures) Begin prescribed fire cycle

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Performance Based-
Wetland determination-
The upland areas to be converted to wetland areas within the Mitigation Areas must meet the definition of a wetland as defined by Chapter 62-340 FAC.

Hydrology-
The success criteria for hydrology establishes minimum water depth, duration, and frequency of occurrence of inundated condition for the different habitat types that are to exist on site in the post- restoration condition. The proposed hydroperiods and inundation levels are based on the SFWMD study of the Southern Golden Gate Estates Watershed (2003), itself based on the work of Dr.
Michael Duever (SFWMD) (Duever, et al.,. (1975) and Duever (1984)).
Given the current disturbed and drained nature of the site, those criteria aim at re-establishing longer hydroperiods, natural overland flows, and appropriate water depths for specific wetland communities:
Ponds and Strands - 180-240 days of water levels between 12 and 18 inches. Freshwater Marsh - 180-300 days of water levels between 12 and 24 inches. Wet Prairie/Hydric Pine- 30-180 days of water levels between 2 and 12 inches.
Transitional - Saturated soils and/or a water table within six inches of the surface elevation for at least 20 consecutive days during a normal wet season.
A detailed hydrological monitoring program will be provided with the first construction permit. Vegetative community-
The Mitigation Areas are to be maintained with less than 1% invasive exotic vegetation as defined by the Florida Exotic Pest Plant Council List of Invasive Plant, as amended from time to time.
The Mitigation Areas are to be maintained with less than 5% invasive native nuisance vegetation.
No portion of the mitigation wetland area 0.25 acre or larger exhibiting nuisance and exotic vegetation coverage above the maintenance threshold.
Vegetation community is consistent with the community described/native plant community.
The vegetative community must meet the quantitative vegetation cover criteria as defined by Chapter 62-340 FAC for a wetland determination.
Forested wetlands canopy must remain the dominant stratum with >10% cover. Non- forested wetlands must maintain a tree or shrub cover that is <10%.

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Functional analysis-
The total number of acres of wetland areas that meet the performance standards/success criteria described above must provide sufficient compensatory wetland mitigation for the permitted wetland impacts.

Post-Restoration Habitat Plan -
The wetlands that are currently drained by the agricultural drainage activities exhibit an altered hydrologic regime with a flashy hydroperiod. Based on the proposed restoration activities and the achievement of the above-listed success criteria, the surficial extent of wetlands within the Northern Mitigation Area is anticipated to increase, the normal pool will be raised, and the length of inundation will increase. As a result, current upland pasture areas will be converted to wet prairies or flow-ways between existing depressional wetlands, the remnant depressional wetlands will experience longer hydroperiods thus allowing for a greater dominance of hydrophytic vegetation and increased organic matter accumulation typical of freshwater marshes. The existing forested wetlands will also benefit from the hydrologic improvements with longer hydroperiod promoting organic matter accumulation and allowing greater lateral expansion as a result of wider seed dispersal.
Please refer to Figure 4 of the Mitigation Work Plan drawings provided as Appendix B for a map of the Northern Mitigation Area depicting the anticipated increase in extent of jurisdictional wetlands as a result of the hydrologic restoration. This mapping is based on the proposed control elevations of 20.5' NGVD for the western portion of the Northern Mitigation Area and 18.5' NGVD for the eastern portion of the Northern Mitigation Area. These control elevations were established based on LIDAR mapping conducted for the property, hydrologic modeling, and field observations over the past several years, and are the basis for the projected increases in wetland area.

Hydrologic modeling of projected inundation and saturation levels has been conducted for selected representative portions of the Northern Mitigation Area. A total of five sub-basins comprising approximately 600 acres were modeled using a hydrologic model recommended by SFWMD staff (modeling conducted by Jonathan T. Ricketts, P.E.). The sub basins varied in acreage from 87 to 174 acres. The modelled hydrology was tested (existing hydrologic conditions/control elevation) against existing delineated wetlands and the model projected acreage of 198 acres of wetlands compared favorably with the 191 +/- acres of actual delineated wetlands. Within each basin the variance was between 0% and 10%.
When the model was run using the proposed post restoration control elevations, an increased wetland of approximately 30% was projected. Within the same sub basins, the proposed restoration plan projected an increase of approximately 25%. The conclusion from the modeling is that the projected wetland area increase provided for in the restoration plan maps is generally less than what the model predicts, thus the proposed increase in wetland acreage can be considered conservative.
The hydrologic modeling concluded that a control elevation of 20.0' NGVD would result in adequate hydrologic restoration. At the request of the SFWMD staff, the proposed control

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elevation was raised six inches to 20.5' NGVD for further assurance that sufficient hydrology would be maintained within the Northern Mitigation Area.

MATNTENANCE PLAN
As the initial eradication and habitat restoration is completed, each discrete area will come under the maintenance control criteria for invasive species. The maintenance control techniques involve systematic surveillance through all areas under maintenance control to identify; 1) concentrations of invasive species that may not have been fully eradicated in the initial treatment, and 2) re- growth from seed, roots, or other remnants of treated plants. As the entire Mitigation Areas come under maintenance control, maintenance units will be developed based on field observations of problem areas as well as areas requiring less intense ongoing maintenance. The restored hydrologic conditions will likely result in otherwise unexpected areas that require additional maintenance control as well as those requiring little if any. An adaptive management approach will be undertaken based on field observations to apply maintenance control resources in the areas most in need throughout the Mitigation Areas. Included in the adaptive management approach will be evaluation of distinct areas and their new hydrologic regime. In the event that excessive inundation or insufficient hydrology is noted, modifications to control structures such as culverts and risers will be made to adapt to the observed conditions.

MONTTORTNG PLAN
The following data collection procedures will be undertaken at each of the established vegetative cover and photo documentation stations established within the onsite Mitigation Areas. As part of the baseline monitoring data collection, each data collection station will be marked in the field with a PVC pipe field marker and coordinates documented through use of hand held GPS.

Vegetative Cover/Ecological Conditions Data Collection -
Vegetative coverage will be documented at each data collection station. The coverage will be measured by visual observation in each of four quadrants from a fixed monitoring point.
Observations will extend approximately 25 feet from the observer in each direction thus covering approximately 2,500 square feet at each station.
The vegetation will be measured in percent coverage and total percent cover will not exceed 100 percent. Each species documented will be reported in both common and Latin names as well as wetland indicator status. The data from each quadrant observation will be combined to calculate the vegetative coverage. In addition to quantifying vegetative coverage, observations of standing water and/or soil saturation at each station will be reported, as well as any observed wildlife utilization or indicators of wildlife (i.e. tracks, scat, etc.).

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Photographic Data Collection -
A representative photograph will be collected from each of the established data collection stations to provide documentation of vegetative coverage. These photos will provide broad perspective view of the wetland vegetative conditions to supplement the site specific tabular data collection station information.

Hydrologic Data Collection -
A system of water level monitoring devices will be installed throughout the Mitigation Areas. The water level monitoring devices will be equipped with data loggers to record water level variation on a daily basis. Water level monitoring locations will include the interior of representative wetlands along the topographic gradients of the Mitigation Areas. The data collected will help to measure the effectiveness of the hydrologic restoration activities and identify where modifications may be necessary.
In addition to the network of water level monitoring stations, a rain gage station will be established for the Northern Mitigation Area so that rainfall can be measured on a consistent basis for comparison with water level monitoring data.

Monitoring Frequency -
The field data collection for the baseline monitoring will be conducted within 60 days of the completion of each segment of mitigation activities. The purpose of the baseline evaluation will be to document the results and completion of the hydrologic restoration and invasive species eradication activities. Subsequent monitoring reports will be provided annually, for a period of five years (six reports total: one baseline and five annual reports) to evaluate the long term success of the hydrologic restoration, exotic vegetation eradication, and maintenance control.

Reporting -
Subsequent to collection of the field data and wetland conditions described above, the information will be compiled into a monitoring report to document the onsite mitigation wetland ecological conditions. The report will provide a tabular compilation of the observed vegetation species, wetland indicator status, percent cover in canopy where applicable as well as ground cover of all species noted. The report will include all photographic documentation collected at the monitoring stations as well as hydrologic and rainfall data. Observations of wildlife utilization as well as standing water and/or soil saturation will also be reported.

Wetland Determination -
The extent of the wetland restoration within the Northern Mitigation Area will be validated by selecting representative field sampling points and assessing whether these sample points meet the technical criteria for a wetland as defined by Chapter 62-340 FAC for a wetland determination.

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Field sampling points will be distributed across the Northern Mitigation Area and will be selected so as to be representative of the surrounding habitat.

LONG-TERM MANAGEMENT PLAN
The long term management approach will entail continuation of the land management techniques developed and applied during the initial monitoring and maintenance period of five years. The primary variable in long term management is maintenance of hydrologic restoration and continued control of invasive exotic and nuisance species. If left without maintenance, invasive species will reestablish in wetlands and upland buffer/conservation areas resulting in progressive reduction in native vegetative species composition.
The long term management approach will entail regular surveillance of all wetlands for invasion by exotic and/or nuisance species. Observed concerns with hydrologic restoration infrastructure or recurrence of invasive species will be followed by any necessary repairs and in place treatment with appropriate herbicides for control of such species. In addition, annual evaluations of the overall vegetative composition of all mitigation areas will be compiled in order to identify any year over year trends in vegetative succession. In the event that native species (for instance, Carolina willow) are reaching coverage levels that result in localized monoculture, thinning through hand cutting and/or herbicide application will be prescribed in order to maintain the target wetland type as per the mitigation plan.

ADAPTTVE MANAGEMENT PLAN
Adaptive management, by definition, provides parameters for addressing outcomes that were not anticipated in the original mitigation design and thus require adaptation to observed conditions in order to sustain success in achieving the mitigation objectives. In this case, the primary anticipated objectives are hydrologic restoration and eradication and control of invasive nuisance and exotic vegetation. The standard long term management protocols discussed above are intended to address these reasonably foreseeable management requirements.
From an adaptive management perspective, the most likely wetland ecological driver to change over time is related to hydrological conditions. In the near term, ongoing development activity both in the Development Area as well as on surrounding properties may alter hydrologic conditions, after which a new and potentially altered equilibrium may be established based on external drainage and watershed alterations.
The adaptive management evaluation for addressing these potential perturbations will be comparison of water level data from before and after the external activity along with evaluation of any changes in vegetative composition that may be observed subsequent to the change. In the event that measurable changes are identified, the adaptive management protocol will entail progressive alterations of control structure elevations in order to re-establish the appropriate hydroperiod conditions in the wetlands. Often changes of one to several inches in either direction are sufficient to address observed changes in wetland composition and such changes can be achieved without undermining the overall system functions.
In addition to addressing adaptation to hydrologic conditions as the project develops, a common wetland ecology effect in the longer term is delivery of increased nutrients in surface waters that

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reach the wetland systems. The result is a measurable shift in vegetative composition toward species such as cattails that may be more tolerant of elevated nutrient levels. The vegetation management implemented in the long term management plan will address preventing nuisance levels of vegetative cover, however, adaptive protocols will be necessary in the event that nutrient deliveries begin to undermine the overall sustainability of the mitigation areas. Should this be the case, the adaptive protocol will be a combination of increased regulation of supplemental fertilization throughout the Development Area as well as provision of vegetated "pre-treatment" areas to effect removal of excess nutrients before they are delivered to wetlands. These pre- treatment areas would be designed to temporarily store runoff flows in vegetated locations prior to delivery to the Mitigation Areas.

FTNANCTAL ASSURANCE
The proposed mitigation work will be completed by the permittee. Once the mitigation work is satisfactorily completed, the Avenir Community Development District (CDD), an independent special-purpose unit of local government, will take responsibility for long term monitoring and maintenance obligations for the mitigation.
Financial assurance for the completion of the mitigation work will be provided with the construction approval of the first phase of development.

CONSERVATTON EASEMENT
The mitigation area(s) will be protected by conservation easement in favor of SFWMD, a draft form of which is provided in Appendix C.

PHASTNG
As described in this plan, the mitigation program is composed of a group of specific elements rather than "phases" in a geographic sense. The initial project construction area (in the development area) will result in approximately 120 units of functional loss due to wetland impacts. This includes the initial stages of development as well as the north-south connector road.
As the first element of the mitigation program, the entire Conservation Area acreage will be encumbered by a conservation easement. Applying only the preservation value of the wetlands and uplands within the Conservation Area, more than 250 units of functional gain are generated. This is more than sufficient to compensate for the impacts associated with the initial project construction elements.
As specified below, the first application for construction approval will provide for detailed analysis of timing of proposed functional loss in the Development Area along with the projected functional gain in the Conservation Area.

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CONSTRUCTTON APPROVAL
The following will be provided with the first application for construction approval:
Locations for internal structures, hydrologic barriers or other methods to needed to achieve the hydrologic restoration proposed.
Locations where uplands will be scraped down to achieve wetland conditions.
Measurable success criteria based on habitat types and proposed UMAM scores.
Include prescribed burn cycles and initial burn(s) as a performance- based criterion.
Draft conservation easement with sketches and legal descriptions, a demonstration that the proposed easement is free of encumbrances that would conflict with the purpose of the conservation easement and a title policy.
Monitoring plan with methods and locations to collect the data needed to support the success criteria.
Work schedule detailing mitigation and monitoring activities.
Financial Assurance draft documents, naming the permittee, financial institution and the amount based on 110% of the cost estimate.

SOURCES AND REFERENCES

Bisset, J Nancy, 2006. Land of Fire and Water: The Florida Dry Prairie Ecosystem. Proceedings of the Florida Dry Prairie Conference . Reed F. Noss, editor.

Duever, M.J., J.E. Carlson, and L.A. Riopelle. 1975. Ecosystem analyses at Corkscrew Swamp. Pages 627-725 in Cypress Wetlands for Water Management, Recycling and Conservation. H.T. Odum, K.C. Ewel, J.W. Ordway, and M.K. Johnston (Eds.). Center for Wetlands, University of Florida, Gainesville.

Duever, M.J. 1984. Environmental factors controlling plant communities of the Big Cypress Swamp. Pages 127-137 in Environments of South Florida: Past and Present II. P.J. Gleason (Ed.). Miami Geological Society, Coral Gables, Florida.

Myers, R. L., & Ewel, J. J. (1990). Ecosystems of Florida. Orlando: University of Central Florida Press.

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APPENDTX A

Figure 1: Location Map Figure 2: Aerial Map
Figure 3: Conservation Area Map

1000 SE Monterey Co ons Bo levard, S ite 208  St art, FL 34996 772-287-8771  Fax 772-287-2988 www.ewcons ltants.co 

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0	5,000 Feet
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1000 SE Monterey Commons Blvd., Suite 208 Stuart, FL 34996
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NORTHLAKE BLVD

PALM BEACH COUNTY AERIALS DATED 2015

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	EW Consultants, Inc.
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NORTHERN MITIGATION
AREA

SOUTHWEST MITIGATION AREA

NORTHLAKE BLVD

PALM BEACH COUNTY AERIALS DATED 2015

LEGEND
- CONSERVATION AREA

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PRELIMINARY FIRST SUPPLEMENTAL SPECIAL ASSESSMENT METHODOLOGY REPORT

Master Infrastructure Project For Special Assessment Bonds for Assessment Area Three

Prepared for the

AVENIR
Community Development District

BOARD OF SUPERVISORS

January 26, 2023

Special District Services, Inc.
2501A Burns Road
Palm Beach Gardens, Florida 33410 561.630.4922	Telephone
877.737.4922	Toll Free
561.630.4923	Facsimile

INTRODUCTION

The Avenir Community Development District (the "District") is a local unit of special purpose government located in the City of Palm Beach Gardens (the "City") in Palm Beach County, Florida (the "County"). The District was established on January 5, 2017, by Ordinance No.17, 2016 enacted by the Council of the City to provide for the construction, and/or acquisition, financing, long-term administration and management of certain infrastructure of the Development, as defined below.

The Avenir PUD (the "Development") is a planned Development containing approximately 2,427 gross acres and is located in the City. The District is co-terminus with the Development and is planned for the following land uses:

Table 1 - Proposed Land Uses for the District

Land Use Category	Unit	
Single Family
Residential	2,690 Dwelling units	
Age Restricted	960 Dwelling units	
Multi-Family	250 Dwelling units	
Commercial	400,000 S.F.	
Medical Office	200,000 S.F.	
Professional Office	1,800,000 S.F.	
Hotel	300 Rooms	
Park (land dedication)	55 Acres	
Police/Fire/City Annex (land dedication)	15 Acres	
Civic/Recreation (land dedication)	60 Acres	
Public School (land dedication)	15 Acres	
Agricultural	20 Acres	

The District intends to finance and construct the Development in phases. Table 2 below shows the planned uses for the third phase known as "Assessment Area Three". Assessment Area Three

is a subset of the District boundaries and contains approximately 385.56 acres which represents the whole of Assessment Area Three. See Appendix 7 for a legal description of the property.

Table 2 - Proposed Land Uses for Assessment Area Three

Residential Parcel	Product Type (Lot Size)	# of Units	
A-16	50	283	
A-16	60	208	
A-17	65	125	
A-19	65	135	
TOTAL UNITS		751	
			
Commercial	Use Type	# of Acres	
Parcel D	Office / Medical	97.44	
Parcel H	Agriculture	11.43	
Parcel J	Office	21.75	
TOTAL ACRES		130.62	

This First Supplemental Report will provide the allocation of special assessments as it relates to the sale and issuance of Series 2023 Bonds for the financing and refinancing of public infrastructure improvements in the Development located within Assessment Area Three, including, but not limited to, the public roadway improvements, the surface water management and drainage system, the water distribution system, the wastewater collection system; and other related public improvements (collectively, the "2023 Project").

This First Supplemental Report equitably allocates the costs being incurred by the District to provide the benefits of the 2023 Project to the developable lands within Assessment Area Three as identified herein on Appendix 7. The 2023 Project improvements are described herein and are more particularly described in the Fourth Amendment to the Fifth Supplemental Engineer's Report dated October 17, 2022 as may be revised (the "Engineer's Report"), prepared by Ballbe & Associates, Inc. (the "District's Engineer").

The District intends to issue the Series 2023 Bonds in one or more series to fund all or a portion of the 2023 Project.

PROJECTS TO BE FUNDED BY THE DISTRICT

The District anticipates issuing Series 2023 Bonds to finance a portion of the acquisition and/or construction of the 2023 Project. The total cost of the 2023 Project is estimated to be approximately
$75,000,000. A detail of the 2023 Project costs is included herein on Appendix 1. The Series 2023 Bonds will be repaid through the levy of non-ad valorem special assessments on the parcels within

Assessment Area Three. The 2023 Project has been designed to be functional and confer special benefits to the landowners of the parcels within Assessment Area Three. Any portion of the 2023 Project not financed through the issuance of Series 2023 Bonds or from the District's Special Assessment Bonds Series 2023 (Assessment Area Three - Master Infrastructure Project) will be paid for by Avenir Development, LLC (herein the "Landowner").

Construction and/or acquisition and maintenance obligations for the District's proposed infrastructure improvements constituting the 2023 Project are described in summary as follows (a detailed description is included in the Engineer's Report):

The District will be constructing and/or acquiring all or a portion of certain roadway improvements as required by the local authorities within publicly dedicated land or easements, consisting of, but not limited to, road subgrade, rock base and asphalt, curbing and sidewalks, asphalt paths, turn lanes, traffic control devices. These improvements will be constructed by the Landowner or the District and if constructed by the Landowner will be acquired by the District upon certification of construction for operation and maintenance.

All or a portion of the surface water management and drainage system will be constructed by the Landowner or the District, and, if constructed by the Landowner, will be acquired by the District. The District will be responsible for the operation and maintenance of the system retained by the District and serve the District.

The water distribution and wastewater collection sewer systems will be constructed by the Landowner or the District, and if constructed by the Landowner, will be acquired by the District and dedicated to the Seacoast Utility Authority (SUA) upon certification of construction. Upon such transfer by the District, the ownership, operation and maintenance of these systems will be the responsibility of SUA.

Other construction items such as open space and recreation, landscaping, irrigation, entrance features and hardscapes will be constructed by the Landowner or the District, and, if constructed by the Landowner, will be acquired by the District. The District will be responsible for the operation and maintenance of the portion of the system retained by the District which serves Assessment Area Three.

The construction costs identified in this First Supplemental Report were provided by the District Engineer. Special District Services, Inc., as District Manager, makes no representation regarding the accuracy or validity of those costs and did not undertake any analysis or verification regarding such costs.

FUNDING OF IMPROVEMENTS

To defray the costs of construction and acquisition of a portion of the 2023 Project, the District will impose non-ad valorem special assessments on benefited real property within Assessment Area Three. These assessments are based on the special and peculiar benefits accruing to such property from the improvements comprising the 2023 Project. The use of non-ad valorem special assessments has an advantage in that the properties that receive the special benefits from the 2023 Project are the only properties that are obligated to pay for those facilities and services. Without these improvements, development of the property would not be possible. The capital facilities which will be funded through these special assessments include only facilities which may be undertaken by a community development district under Chapter 190, F.S. This First Supplemental Report is designed to meet the requirements of Chapters 170, 190 and 197, F.S. and will describe the expected terms and conditions of the Bonds.

In summary, special assessments may be made only: (1) for facilities which provide special benefits to property as distinct from general benefits, (2) against property which receives that special benefit, (3) in proportion to the benefits received by such properties, and (4) only if allocated according to fair and reasonable methods that the governing body of the jurisdiction determines. The special assessments (both capital special assessments and operation and maintenance special assessments) placed upon various benefited properties within Assessment Area Three must be sufficient to cover the debt service of the Series 2023 Bonds that will be issued for financing a portion of the 2023 Project and to pay the costs to maintain those portions of the infrastructure that remain under the ownership of the District. The assessments must be fairly and reasonably allocated to the properties being assessed.

ALLOCATION OF COST AND ASSESSMENTS

In developing the methodology used for special assessments for the Development within Assessment Area Three, two (2) interrelated factors were used:

Allocation of Benefit: Each parcel of assessable land within Assessment Area Three benefits from the proposed improvements.

Cost/Benefit: The special assessments imposed on each assessable parcel of land within Assessment Area Three cannot exceed the value of the benefits provided to such parcel.

The planned improvements comprising the 2023 Project is an integrated system of facilities designed to provide direct and special benefits to the assessable property within Assessment Area Three as a whole. The 2023 Project is intended to work as a total system which will provide direct and special benefits for each unit type. The fair and reasonable method of allocating the benefit to each planned residential unit and each non-residential land use acre has been accomplished by

assigning an equivalent residential unit ("ERU") to each unit or non-residential land use acre. In the Master Report for the 2023 Project, each 50 foot single family residential unit has been assigned one (1) ERU. The other proposed land uses were assigned as follows in Table 3. The Commercial Parcels receive benefits on a per acre basis.

Table 3 - Equivalent Residential Unit (ERU)

Residential Parcel	Product Type	# of Units	ERU Factor	
A-16	50	283	1.00	
A-16	60	208	1.20016	
A-17	65	125	1.30024	
A-19	65	135	1.30024	
TOTAL UNITS		751		
				
Commercial	Use Type	# of Acres	ERU per Acre	
Parcel D	Office / Medical	97.44	1.24228	
Parcel H	Agriculture	11.43	0.26114	
Parcel J	Office	21.75	1.24228	
TOTAL ACRES		130.62		

The lien will shift to the parcels in Assessment Area Three, as represented in Appendix 4 upon the following events:

Land is platted within Assessment Area Three
Land is sold within Assessment Area Three prior to platting

The amount of the assessments that will shift to platted lots is based on the schedule in Appendix
4. Land that is sold within Assessment Area Three prior to platting will have a lien amount attached to that parcel that is equal to the development rights (defined herein as the number of planned units determined by the Landowner) conveyed with such parcel and type of planned use. Assessment will then be assigned in accordance with Appendix 4. As platting occurs the debt assessment will be assigned on a first platted, first assigned basis to platted lots receiving property folio numbers, and allocated on an ERU basis as shown herein on Appendix 4.

In addition to the special assessments imposed for debt service on the Series 2023 Bonds, the District will also levy an annual administrative assessment to fund the costs of operating and managing the District. As each residential dwelling unit will benefit equally from the operation and management of the District and the 2023 Project, the annual operation and management assessments will be allocated equally to each assessable lot or unit within Assessment Area Three.

Given the District's land use plan and the type of infrastructure to be funded by the special assessments, this method will result in a fair allocation of benefits and services and an equitable allocation of costs for the proposed Series 2023 Bonds. However, if the future platting results in changes in land use or proportion of benefit per unit, this allocation methodology may not be applicable and it may be necessary for the District to revise this methodology.

COLLECTION OF SPECIAL ASSESSMENTS

The proposed special assessments relating to the 2023 Project will be collected through the Uniform Method of Collection described in Chapter 197, Section 197.3632; F.S., or any other legal means available to the District.

Since there are costs associated with the collection of the special assessments (whether by uniform method of collection as authorized under Chapter 197.3632, F.S. or other methods allowed by Florida law), these costs must also be included in the special assessment levy. These costs generally include the 1% collection fee of the County Tax Collector, a 1% service fee of the County Property Appraiser and a 4% discount for early payment of taxes. These additional costs may be reflected by dividing the annual debt service and operation and maintenance assessment amounts by 0.94.

FINANCING STRUCTURE

The estimated cost of the 2023 Project is approximately $75,000,000. The construction program and the costs associated therewith are identified herein on Appendix 1.

A portion of the capital improvements comprising the 2023 Project is to be financed by the Series 2023 Bonds and when issued which will be payable from and secured by special assessments levied annually on assessable parcels in Assessment Area Three. The estimated total aggregate principal amount of the Series 2023 Bonds issued by the District for the 2023 Project is
$78,250,000. The proceeds of the Series 2023 Bonds will provide approximately $66,097,953 for construction related costs. The sizing of the Series 2023 Bonds includes a debt service reserve account, capitalized interest and issuance costs as shown on Appendix 2. The Series 2023 Bonds debt allocations are shown on Appendix 4.

PRELIMINARY ASSESSMENT ROLL

When fully developed, the current site plan for the parcels within Assessment Area Three will include the land uses in Table 3.

ADDITIONAL STIPULATIONS

Certain financing, development, and engineering data was provided by members of District staff, consultants, the District Engineer and/or the Landowner. The allocation methodology described herein was based on information provided by those professionals. Special District Services, Inc. makes no representations regarding said information beyond restatement of the factual information necessary for compilation of this report.

Special District Services, Inc. does not represent the District as a Municipal Advisor or Securities Broker nor is Special District Services, Inc. registered to provide such services as described in Section 15B of the Securities and Exchange Act of 1934, as amended. Similarly, Special District Services, Inc. does not provide the District with financial advisory services or offer investment advice in any form.

*************

APPENDIX 1

AVENIR COMMUNITY DEVELOPMENT DISTRICT

PROJECT COST ESTIMATES FOR FIRST SUPPLEMENTAL ASSESSMENT METHODOLOGY

Total

INFRASTRUCTURE PROJECT FOR ASSESSMENT AREA THREE

$4,500,000

Wastewater Collection System

$4,500,000

Water Distribution System

Surface Water Manaement and Drainage
Improvements	$10,000,000	
		
Master Drainage System and Drainage Pump Station	$8,500,000	
		
Roadway Improvements	$16,500,000	
		
Open Space and Recreation (clubhouse not included)	$6,500,000	

Landscaping, Irrigation, Entrance Features,
Hardscapes	$10,000,000	
		
Conservation Area Mitigation	$3,594,000	
		
Surface water management, road rights-of-way, buffers, recreation tracts and open space related land acquisition (Approximately 70 acres of land to be
purchase)	

$10,906,000	
		
TOTAL	$75,000,000	

APPENDIX 2

AVENIR COMMUNITY DEVELOPMENT DISTRICT

BOND SIZING FOR FIRST SUPPLEMENTAL ASSESSMENT METHODOLOGY

INFRASTRUCTURE PROJECT FOR ASSESSMENT AREA THREE

	BOND SIZING	
		
Par Amount	$78,250,000	
		
Debt Service Reserve Fund	($5,837,672)	
		
Capitalized Interest	($4,890,625)	
		
Underwriters Discount and Issuance Costs	($1,423,750)	
		
Construction Funds	$66,097,953	

APPENDIX 3

AVENIR COMMUNITY DEVELOPMENT DISTRICT

PROJECT ALLOCATION (BENEFIT) FOR FIRST SUPPLEMENTAL ASSESSMENT ASSESSMENT METHODOLOGY FOR INFRASTRUCTURE PROJECT FOR ASSESSMENT AREA THREE

Residential Parcel	
Lot Type	
# of Units	
ERU	
Total ERU	Total Project Cost Allocation
Per Type	Total Project Cost Allocation
Per Unit	
A-16	50	283	1.0000	283.0	$20,773,210	$73,404	
A-16	60	208	1.2002	249.6	$18,324,005	$88,096	
A-17	65	125	1.3002	162.5	$11,930,310	$95,442	
A-19	65	135	1.3002	175.5	$12,884,735	$95,442	
Subtotal		751		870.70	$63,912,261		

Commercial Parcels	
Land Use Type	
Acres	
ERU Per Acre	
Total ERU	Total Project Cost Allocation Per Land Use
Type	Total Project Cost Allocation Per Land Use	
Parcel "D"	Office/Medical	97.44	1.2423	121.0	$8,885,315	$91,188	
Parcel "H"	Agriculture	11.43	0.2611	3.0	$219,095	$19,168	
Parcel "J"	Office	21.75	1.2423	27.0	$1,983,329	$91,188	
Subtotal		130.62		151.1	$11,087,739		
							
Total				1,021.75	$75,000,000		

APPENDIX 4

AVENIR COMMUNITY DEVELOPMENT DISTRICT

ALLOCATION OF BOND DEBT PER UNIT FOR FIRST SUPPLEMENTAL ASSESSMENT ASSESSMENT METHODOLOGY

INFRASTRUCTURE PROJECT FOR ASSESSMENT AREA THREE

Residential Parcel	
Lot Type	
# of Units	
ERU	
Total ERU	Bond Debt
Allocation Per Unit Type	Bond Debt
Allocation Per Unit	
A-16	50	283	1.0000	283.0	$21,673,382	$76,584	
A-16	60	208	1.2002	249.6	$19,118,045	$91,914	
A-17	65	125	1.3002	162.5	$12,447,291	$99,578	
A-19	65	135	1.3002	175.5	$13,443,074	$99,578	
Subtotal		751		870.70	$66,681,792		
							
Commercial Parcels	
Land Use Type	
Acres	ERU Per Acre	
Total ERU	Bond Debt
Allocation Per Land Use Type	Bond Debt
Allocation Per Acre	
Parcel "D"	Office/Medical	97.44	1.2423	121.0	$9,270,346	$95,139	
Parcel "H"	Agriculture	11.43	0.2611	3.0	$228,589	$19,999	
Parcel "J"	Office	21.75	1.2423	27.0	$2,069,274	$95,139	
Subtotal		130.62		151.1	$11,568,208		
							
Total				1,021.75	$78,250,000		

APPENDIX 5

AVENIR COMMUNITY DEVELOPMENT DISTRICT

CALCULATION OF ANNUAL DEBT SERVICE FOR FIRST SUPPLEMENTAL ASSESSMENT ASSESSMENT METHODOLOGY

INFRASTRUCTURE PROJECT FOR ASSESSMENT AREA THREE

1  Maximum Annual Debt Service Assessment to be Collected (Net of Discounts and Fees)	$5,837,672	
		
2  Maximum Annual Debt Service Assessment to be Collected (Grossed Up)*	$6,210,289	
		
3  Total Number of Residential Units Planned	751	
		
4  Total Number of Residential Acres	254.94	
		
5  Maximum Annual Debt Service per Unit Type	See Appendix 6	
		
6  Total Number of Non-residential Acres Planned	130.62	
		
7  Maximum Annual Debt Service per Non-residential Acre Type	See Appendix 6	

*Grossed up to include 1% collection fee of the County Tax Collector, 1% service fee of the County Property Appraiser and 4% for early payment of taxes. These costs are not applicable if the landowner is directly billed for the assessments.

APPENDIX 6

AVENIR COMMUNITY DEVELOPMENT DISTRICT

ALLOCATION OF DEBT SERVICE ASSESSMENTS

FIRST SUPPLEMENTAL ASSESSMENT ASSESSMENT METHODOLOGY INFRASTRUCTURE PROJECT FOR
ASSESSMENT AREA THREE

Residential Parcel	

Lot Size	

Acres	

# of Units	

ERU
Factor	

Total ERU	Maximum Annual Debt Assessment Per Unit Type*	
Maximum Annual Debt Assessment Per Unit*	
A-16	50	79.87	283	1.0000	283.00	$1,720,102	$6,078	
A-16	60	70.45	208	1.2002	249.63	$1,517,298	$7,295	
A-17	65	53.18	125	1.3002	162.53	$987,876	$7,903	
A-19	65	51.44	135	1.3002	175.53	$1,066,906	$7,903	
Subtotal		254.94	751		870.70	$5,292,182		

Commercial Parcel	
Land Use Type	

Acres	
ERU Per Acre	
Total ERU	Maximum Annual Debt Assessment Per Land Use
Type*	Maximum Annual Debt Assessment Per Acre*		
Parcel "D"	Office/Medical	97.44	1.2423	121.05	$735,738	$7,551		
Parcel "H"	Agriculture	11.43	0.2611	2.98	$18,142	$1,587		
Parcel "J"	Office	21.75	1.2423	27.02	$164,227	$7,551		
Subtotal		130.62		151.05	$918,108			
								
Total		385.56		1,021.75	$6,210,289			

* This has been grossed up to include a 4% discount for early payment of assessments, a 1% fee for the Tax Collector, and a 1% service fee for the Property Appraiser.

Appendix 7

ASSESSMENT AREA THREE LEGAL DESCRIPTION

POD D DESCRIPTION:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF PARCEL A-1, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, ; THENCE, NORTH 23° 34' 16" WEST FOR A DISTANCE OF 106.74 FEET TO THE POINT OF BEGINNING; THENCE, NORTH 01° 33' 47" WEST FOR A DISTANCE OF 657.27 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 04° 44' 53", HAVING A RADIUS OF 1280.00 FEET, HAVING AN ARC DISTANCE OF 106.07 FEET, AND WHOSE LONG CHORD BEARS NORTH 03° 56' 13" WEST FOR A DISTANCE OF 106.04 FEET; THENCE, NORTH 32° 01' 18" WEST FOR A DISTANCE OF 96.55 FEET; THENCE, NORTH 89° 59' 58" WEST FOR A DISTANCE OF 27.91 FEET; THENCE, NORTH 00° 00' 00" EAST FOR A DISTANCE OF 71.00 FEET; THENCE, SOUTH 89° 59' 58" EAST FOR A DISTANCE OF 17.34 FEET; THENCE, NORTH 36° 12' 44" EAST FOR A DISTANCE OF 44.63 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 05° 36' 02", HAVING A RADIUS OF 1280.00 FEET, HAVING AN ARC DISTANCE OF 125.12 FEET, AND WHOSE LONG CHORD BEARS NORTH 17° 43' 15" WEST FOR A DISTANCE OF 125.07 FEET; THENCE, N20° 31' 16" W FOR A DISTANCE OF 1026.66 FEET; THENCE, S24° 28' 43" W FOR A DISTANCE OF 56.57 FEET; THENCE, S69° 28' 44" W FOR A DISTANCE OF 58.90 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 21° 37' 59", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 37.76 FEET, AND WHOSE LONG CHORD BEARS SOUTH 80° 17' 43" WEST FOR A DISTANCE OF 37.53 FEET; THENCE, NORTH 88° 53' 17" WEST FOR A DISTANCE OF
1130.47 FEET; THENCE, NORTH 01° 06' 43" EAST FOR A DISTANCE OF 446.35 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 16° 29' 43", HAVING A RADIUS OF 1130.00 FEET, HAVING AN ARC DISTANCE OF 325.32 FEET, AND WHOSE LONG CHORD BEARS SOUTH 66° 12' 37" WEST FOR A DISTANCE OF 324.20 FEET; THENCE, S01° 06' 43" W FOR A DISTANCE OF 556.49 FEET; THENCE, N88° 34' 05" W FOR A DISTANCE OF 174.00 FEET; THENCE, S01° 06' 43" W FOR A DISTANCE OF 1859.46 FEET; THENCE, N86° 54' 02" E FOR A DISTANCE OF 2216.49 FEET TO THE POINT OF BEGINNING.
CONTAINING 97.442 ACRES MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

Appendix 7

TOGETHER WITH:
PARCEL J WEST:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF CONSERVATION AREA TRACT C-2, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S88°54'50"E, A DISTANCE OF 1319.43 FEET; THENCE N01°05'27"E, A DISTANCE OF 243.43 FEET; THENCE N49°46'38"E, A DISTANCE OF 18.91 FEET; THENCE N41°34'11"E, A DISTANCE OF 41.36 FEET; THENCE N46°47'03"E, A DISTANCE OF 38.64 FEET; THENCE S86°47'34"E, A DISTANCE OF 53.17 FEET; THENCE S74°45'48"E, A DISTANCE OF 66.39 FEET; THENCE S81°17'03"E, A DISTANCE OF 40.54 FEET; THENCE S83°58'24"E, A DISTANCE OF 62.83 FEET; THENCE N62°26'52"E, A DISTANCE OF 87.02 FEET; THENCE N60°22'01"E, A DISTANCE OF 47.81 FEET; THENCE N66°59'09"E, A DISTANCE OF 60.06 FEET; THENCE N12°18'44"E, A DISTANCE OF 23.25 FEET; THENCE N57°54'21"E, A DISTANCE OF 101.81 FEET; THENCE S82°24'02"E, A DISTANCE OF 25.28 FEET; THENCE N59°36'08"E, A DISTANCE OF 152.81 FEET; THENCE N49°59'25"E, A DISTANCE OF 224.50 FEET; THENCE S54°56'07"E, A DISTANCE OF 159.34 FEET; THENCE S88°54'50"E, A DISTANCE OF 284.53 FEET; THENCE S09°10'55"W, A DISTANCE OF 167.31 FEET; THENCE S00°39'05"W, A DISTANCE OF 333.61 FEET; THENCE S45°52'07"W, A DISTANCE OF 141.96 FEET; THENCE N88°54'50"W, A DISTANCE OF 2490.39 FEET; THENCE N00°53'56"W, A DISTANCE OF 10.01 FEET TO THE POINT OF BEGINNING.
CONTAINING 14.227 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:

PARCEL J EAST:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF CONSERVATION AREA TRACT C-4, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S00°26'57"W, A DISTANCE OF 10.00 FEET; THENCE N89°20'55"W, A DISTANCE OF 2443.15 FEET; THENCE N44°20'55"W, A DISTANCE OF 141.42 FEET; THENCE N00°39'05"E, A DISTANCE OF 335.17 FEET; THENCE N07°52'46"W, A DISTANCE OF 184.03 FEET; THENCE S89°20'55"E, A DISTANCE OF 586.57 FEET; THENCE S45°23'10"W, A DISTANCE OF 70.95 FEET; THENCE S60°32'09"W, A DISTANCE OF 29.92 FEET; THENCE S79°08'41"W, A DISTANCE OF 45.04 FEET; THENCE S14°02'40"W, A DISTANCE OF 68.48 FEET; THENCE S24°29'51"E, A DISTANCE OF 30.66 FEET; THENCE S46°46'56"W, A DISTANCE OF 41.78 FEET; THENCE S15°59'51"E, A DISTANCE OF 221.31 FEET; THENCE

Appendix 7

S37°53'53"E, A DISTANCE OF 60.92 FEET; THENCE S42°20'26"E, A DISTANCE OF 67.24 FEET; THENCE S54°59'22"E, A DISTANCE OF 18.76 FEET; THENCE S89°20'55"E, A DISTANCE OF 44.04 FEET; THENCE S54°59'22"E, A DISTANCE OF 21.09 FEET; THENCE S72°40'19"E, A DISTANCE OF 79.87 FEET; THENCE S69°57'18"E, A DISTANCE OF 69.70 FEET; THENCE S23°18'46"E, A DISTANCE OF 35.06 FEET; THENCE S89°20'55"E, A DISTANCE OF 1756.11 FEET TO THE POINT OF BEGINNING.
CONTAINING 7.515 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:

PARCEL H:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF CONSERVATION AREA TRACT C-2, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S88°54'50"E, A DISTANCE OF 1319.43 FEET; THENCE N01°05'27"E, A DISTANCE OF 243.43 FEET; THENCE N49°46'38"E, A DISTANCE OF 18.91 FEET; THENCE N41°34'11"E, A DISTANCE OF 41.36 FEET; THENCE N46°47'03"E, A DISTANCE OF 38.64 FEET; THENCE S86°47'34"E, A DISTANCE OF 53.17 FEET; THENCE S74°45'48"E, A DISTANCE OF 66.39 FEET; THENCE S81°17'03"E, A DISTANCE OF 40.54 FEET; THENCE S83°58'24"E, A DISTANCE OF 62.83 FEET; THENCE N62°26'52"E, A DISTANCE OF 87.02 FEET; THENCE N60°22'01"E, A DISTANCE OF 47.81 FEET; THENCE N66°59'09"E, A DISTANCE OF 60.06 FEET; THENCE N12°18'44"E, A DISTANCE OF 23.25 FEET; THENCE N57°54'21"E, A DISTANCE OF 101.81 FEET; THENCE S82°24'02"E, A DISTANCE OF 25.28 FEET; THENCE N59°36'08"E, A DISTANCE OF 152.81 FEET; THENCE N49°59'25"E, A DISTANCE OF 224.50 FEET TO THE POINT OF BEGINNING AND A POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 170.00 FEET; THENCE NORTHERLY, ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 84°22'14", A DISTANCE OF 250.33 FEET TO A POINT OF TANGENCY; THENCE N34°22'49"W, A DISTANCE OF 142.93 FEET; THENCE N83°58'24"W, A DISTANCE OF 48.99 FEET; THENCE N76°25'20"W, A DISTANCE OF 51.80 FEET; THENCE S89°40'05"W, A DISTANCE OF 64.40 FEET; THENCE N72°40'11"W, A DISTANCE OF 28.04 FEET; THENCE N37°07'08"W, A DISTANCE OF 29.06 FEET; THENCE N00°19'55"W, A DISTANCE OF 56.92 FEET; THENCE N21°22'01"W, A DISTANCE OF 54.68 FEET; THENCE N36°44'06"W, A DISTANCE OF 117.60 FEET; THENCE N21°21'55"W, A DISTANCE OF 35.72 FEET; THENCE N12°18'38"E, A DISTANCE OF 75.75 FEET; THENCE N86°55'35"E, A DISTANCE OF 253.68 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 93° 13' 24", HAVING A RADIUS OF
200.00 FEET, HAVING AN ARC DISTANCE OF 325.41 FEET, AND WHOSE LONG CHORD BEARS NORTH 63°
36' 00" EAST FOR A DISTANCE OF 290.69 FEET; THENCE S69°47'18"E, A DISTANCE OF 221.55 FEET; THENCE N89°56'00"E, A DISTANCE OF 131.80 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT

Appendix 7

THROUGH A CENTRAL ANGLE OF 21° 59' 04", HAVING A RADIUS OF 1080.00 FEET, HAVING AN ARC DISTANCE OF 414.40 FEET, AND WHOSE LONG CHORD BEARS SOUTH 11° 38' 37" WEST FOR A DISTANCE OF 411.86 FEET; THENCE S00°39'05"W, A DISTANCE OF 427.54 FEET; THENCE S09°10'55"W, A DISTANCE OF 34.92 FEET; THENCE N88°54'50"W, A DISTANCE OF 284.53 FEET; THENCE N54°56'07"W, A DISTANCE OF 159.34 FEET TO THE POINT OF BEGINNING.
CONTAINING 11.430 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:

PARCEL A-19:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF CONSERVATION AREA TRACT C-4, AVENIR, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S00°26'57"W, A DISTANCE OF 10.00 FEET; THENCE N89°20'55"W, A DISTANCE OF 2443.15 FEET; THENCE N44°20'55"W, A DISTANCE OF 141.42 FEET; THENCE N00°39'05"E, A DISTANCE OF 335.17 FEET; THENCE N07°52'46"W, A DISTANCE OF 184.03 FEET TO THE POINT OF BEGINNING; THENCE N07°52'46"W, A DISTANCE OF 18.21 FEET; THENCE N00°39'05"E, A DISTANCE OF 427.54 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 32° 47' 43", HAVING A RADIUS OF 920.00 FEET, HAVING AN ARC DISTANCE OF 526.59 FEET, AND WHOSE LONG CHORD BEARS NORTH 17° 02' 56" EAST FOR A DISTANCE OF 519.43 FEET; THENCE N33°26'47"E, A DISTANCE OF 534.56 FEET; THENCE S61°12'20"E, A DISTANCE OF 34.38 FEET; THENCE S77°46'05"E, A DISTANCE OF 37.06 FEET; THENCE N77°06'00"E, A DISTANCE OF 30.67 FEET; THENCE N89°39'55"E, A DISTANCE OF 76.04 FEET; THENCE S77°46'05"E, A DISTANCE OF 22.59 FEET; THENCE S66°18'21"E, A DISTANCE OF 23.36 FEET; THENCE S46°57'31"E, A DISTANCE OF 42.01 FEET; THENCE S61°12'17"E, A DISTANCE OF 11.29 FEET; THENCE S37°07'10"E, A DISTANCE OF 29.20 FEET; THENCE S09°50'18"W, A DISTANCE OF 25.36 FEET; THENCE S14°42'49"E, A DISTANCE OF 46.07 FEET; THENCE S00°20'06"E, A DISTANCE OF 44.06 FEET; THENCE S18°25'38"E, A DISTANCE OF 75.98 FEET; THENCE S34°16'24"E, A DISTANCE OF 44.31 FEET; THENCE S81°51'19"E, A DISTANCE OF 514.37 FEET; THENCE N41°33'52"E, A DISTANCE OF 68.17 FEET; THENCE N38°16'28"E, A DISTANCE OF 70.49 FEET; THENCE N08°51'58"E, A DISTANCE OF 75.40 FEET; THENCE N04°47'32"E, A DISTANCE OF 59.41 FEET; THENCE N16°18'55"E, A DISTANCE OF 56.17 FEET; THENCE N08°10'15"E, A DISTANCE OF 37.63 FEET; THENCE N12°18'25"E, A DISTANCE OF 44.07 FEET; THENCE N33°36'07"E, A DISTANCE OF 23.89 FEET; THENCE N36°27'01"E, A DISTANCE OF 43.65 FEET; THENCE N41°33'49"E, A DISTANCE OF 38.55 FEET; THENCE N09°50'15"E, A DISTANCE OF 68.66 FEET; THENCE N09°50'13"E, A DISTANCE OF 26.79 FEET; THENCE N27°57'36"E, A DISTANCE OF 34.41 FEET; THENCE N09°50'12"E, A DISTANCE OF 24.14 FEET; THENCE N55°53'36"E, A DISTANCE OF 25.21 FEET; THENCE N41°33'45"E, A DISTANCE OF 38.68 FEET; THENCE N27°57'39"E, A DISTANCE OF 34.40 FEET; THENCE N41°33'49"E, A DISTANCE OF 19.58 FEET TO THE POINT

Appendix 7

OF CURVATURE OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 210.00 FEET FROM WHICH A RADIAL LINE BEARS NORTH 84°44'28" EAST; THENCE NORTHERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 68°03'25", A DISTANCE OF 249.44 FEET; THENCE N36°02'21"E, A DISTANCE OF 47.78 FEET; THENCE N77°05'51"E, A DISTANCE OF 24.23 FEET; THENCE N57°10'15"E, A DISTANCE OF 44.32 FEET; THENCE N80°37'01"E, A DISTANCE OF 35.82 FEET; THENCE N69°17'03"E, A DISTANCE OF 32.78 FEET; THENCE N89°39'51"E, A DISTANCE OF 24.84 FEET; THENCE S23°49'35"W, A DISTANCE OF 53.06 FEET; THENCE S00°20'14"E, A DISTANCE OF 23.41 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 210.00 FEET FROM WHICH A RADIAL LINE BEARS SOUTH 17°19'16" WEST; THENCE SOUTHERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 33°32'29", A DISTANCE OF 122.94 FEET; THENCE N55°53'30"E, A DISTANCE OF 33.34 FEET; THENCE N45°58'21"E, A DISTANCE OF 47.10 FEET; THENCE S16°59'18"E, A DISTANCE OF 31.19 FEET; THENCE N78°12'30"E, A DISTANCE OF 77.83 FEET; THENCE S74°45'59"E, A DISTANCE OF 65.13 FEET; THENCE N89°39'46"E, A DISTANCE OF 72.29 FEET; THENCE N49°46'18"E, A DISTANCE OF 9.00 FEET; THENCE S43°30'23"E, A DISTANCE OF 25.02 FEET; THENCE S00°03'55"W, A DISTANCE OF 97.60 FEET; THENCE S12°18'21"W, A DISTANCE OF 63.63 FEET; THENCE S00°20'15"E, A DISTANCE OF 60.20 FEET; THENCE S14°02'31"W, A DISTANCE OF 52.60 FEET; THENCE S37°07'17"E, A DISTANCE OF 42.65 FEET; THENCE S23°49'30"W, A DISTANCE OF 44.23 FEET; THENCE N42°14'12"W, A DISTANCE OF 24.96 FEET; THENCE N82°24'20"W, A DISTANCE OF 61.43 FEET; THENCE S60°32'06"W, A DISTANCE OF 28.13 FEET; THENCE N27°57'31"W, A DISTANCE OF 36.15 FEET; THENCE S53°03'02"W, A DISTANCE OF 20.58 FEET; THENCE S26°48'29"W, A DISTANCE OF 65.19 FEET; THENCE S23°21'44"E, A DISTANCE OF 115.33 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 210.00 FEET FROM WHICH A RADIAL LINE BEARS SOUTH 56°46'11" WEST; THENCE SOUTHERLY, ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 58°19'18", A DISTANCE OF 213.76 FEET; THENCE S61°12'40"E, A DISTANCE OF 20.46 FEET; THENCE S12°58'46"E, A DISTANCE OF 35.53 FEET; THENCE S41°33'47"W, A DISTANCE OF 44.33 FEET; THENCE S89°39'46"W, A DISTANCE OF 43.09 FEET; THENCE S65°38'07"W, A DISTANCE OF 31.35 FEET; THENCE S82°36'15"W, A DISTANCE OF 73.71 FEET; THENCE S45°22'58"W, A DISTANCE OF 57.85 FEET; THENCE S41°33'49"W, A DISTANCE OF 39.44 FEET; THENCE S51°08'27"W, A DISTANCE OF 48.64 FEET; THENCE S41°33'49"W, A DISTANCE OF 48.84 FEET; THENCE S51°08'29"W, A DISTANCE OF 52.62 FEET; THENCE S23°49'35"W, A DISTANCE OF 44.18 FEET; THENCE S31°47'43"W, A DISTANCE OF 53.27 FEET; THENCE S51°08'26"W, A DISTANCE OF 176.32 FEET; THENCE S57°54'02"W, A DISTANCE OF 57.66 FEET; THENCE S50°38'16"W, A DISTANCE OF 76.80 FEET; THENCE S58°41'44"W, A DISTANCE OF 61.53 FEET; THENCE N85°56'25"W, A DISTANCE OF 170.76 FEET; THENCE S27°17'31"W, A DISTANCE OF 102.37 FEET; THENCE S09°50'18"W, A DISTANCE OF 21.80 FEET; THENCE S64°08'04"W, A DISTANCE OF 16.96 FEET; THENCE N63°06'52"W, A DISTANCE OF 70.10 FEET; THENCE N76°54'10"W, A DISTANCE OF 79.75 FEET; THENCE N69°57'20"W, A DISTANCE OF 47.36 FEET; THENCE S63°28'14"W, A DISTANCE OF 57.06 FEET; THENCE S23°23'47"E, A DISTANCE OF 165.25 FEET; THENCE N64°08'04"E, A DISTANCE OF 92.96 FEET; THENCE S55°28'33"E, A DISTANCE OF 75.94 FEET; THENCE N89°39'53"E, A DISTANCE OF 55.21 FEET; THENCE S59°02'21"E, A DISTANCE OF 30.45 FEET; THENCE S55°53'38"W, A DISTANCE OF 48.00 FEET; THENCE S77°05'57"W, A DISTANCE OF 55.70 FEET; THENCE S55°53'40"W, A DISTANCE OF 39.37 FEET; THENCE S46°46'50"W, A DISTANCE OF 53.69 FEET; THENCE S16°11'10"W, A DISTANCE OF 117.60 FEET; THENCE S30°22'20"W, A DISTANCE OF 75.26 FEET; THENCE S53°03'09"W, A DISTANCE OF 33.68 FEET; THENCE S66°59'00"W, A DISTANCE OF 41.87 FEET; THENCE S77°05'57"W, A DISTANCE OF 59.25 FEET; THENCE S51°08'32"W, A DISTANCE OF 47.19 FEET; THENCE S83°18'22"W, A DISTANCE OF 46.10 FEET; THENCE S89°39'55"W, A DISTANCE OF 10.47 FEET; FEET TO THE POINT OF

Appendix 7

CURVATURE OF A CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 210.00 FEET FROM WHICH A RADIAL LINE BEARS NORTH 22°11'55" WEST; THENCE WESTERLY, ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 67°30'59", A DISTANCE OF 247.46 FEET; THENCE N77°46'06"W, A DISTANCE OF 40.31 FEET; THENCE N89°20'55"W, A DISTANCE OF 586.57 FEET TO THE POINT OF BEGINNING.
CONTAINING 51.441 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

TOGETHER WITH:

PARCEL A-17:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF TRACT RBE5, AVENIR - POD 15, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 134, PAGE 179, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, THENCE S00°00'00"E, A DISTANCE OF 702.74 FEET; THENCE N76°54'04"W , A DISTANCE OF 61.66 FEET; THENCE N61°12'17"W, A DISTANCE OF 23.36 FEET; THENCE N69°57'09"W, A DISTANCE OF 41.20 FEET; THENCE S89°39'53"W, A DISTANCE OF 25.18 FEET; THENCE N61°12'13"W, A DISTANCE OF 61.48 FEET; THENCE N31°13'10"W, A DISTANCE OF 44.45 FEET; THENCE N69°57'11"W, A DISTANCE OF 77.99 FEET; THENCE S41°33'52"W, A DISTANCE OF 77.38 FEET; THENCE S29°46'56"W, A DISTANCE OF 102.67 FEET; THENCE S10°56'28"W, A DISTANCE OF 48.49 FEET; THENCE S64°07'57"W, A DISTANCE OF 74.67 FEET; THENCE S51°08'33"W, A DISTANCE OF 58.86 FEET; THENCE S18°15'42"W, A DISTANCE OF 52.35 FEET; THENCE S45°58'26"W, A DISTANCE OF 39.81 FEET; THENCE S75°45'14"W, A DISTANCE OF 34.79 FEET; THENCE N64°48'04"W, A DISTANCE OF 28.22 FEET; THENCE N42°13'57"W, A DISTANCE OF 37.50 FEET; THENCE N50°26'22"W, A DISTANCE OF 57.91 FEET; THENCE N66°18'16"W, A DISTANCE OF 86.11 FEET; THENCE N74°45'47"W, A DISTANCE OF 42.98 FEET; THENCE N34°16'18"W, A DISTANCE OF 35.51 FEET; THENCE N12°58'33"W, A DISTANCE OF 15.09 FEET; THENCE N09°50'26"E, A DISTANCE OF 21.75 FEET; THENCE N27°57'39"E, A DISTANCE OF 64.26 FEET; THENCE N32°31'02"E, A DISTANCE OF 56.10 FEET; THENCE N00°19'57"W, A DISTANCE OF 38.63 FEET; THENCE N23°49'35"E, A DISTANCE OF 39.84 FEET; THENCE N00°19'58"W, A DISTANCE OF 39.30 FEET; THENCE N16°59'03"W, A DISTANCE OF 62.21 FEET; THENCE N24°29'35"W, A DISTANCE OF 44.00 FEET; THENCE N36°00'12"W, A DISTANCE OF 82.68 FEET; THENCE N61°12'07"W, A DISTANCE OF 38.75 FEET; THENCE N42°13'54"W, A DISTANCE OF 24.42 FEET; THENCE N59°52'00"W, A DISTANCE OF 88.26 FEET; THENCE N16°59'01"W, A DISTANCE OF 31.18 FEET; THENCE N28°37'37"W, A DISTANCE OF 32.32 FEET; THENCE N07°38'11"W, A DISTANCE OF 51.67 FEET; THENCE N64°30'42"W, A DISTANCE OF 66.09 FEET; THENCE N55°01'27"W, A DISTANCE OF 67.51 FEET; THENCE N66°18'49"W, A DISTANCE OF 86.86 FEET; THENCE N76°52'32"W, A DISTANCE OF 123.56 FEET; THENCE S66°23'02"W, A DISTANCE OF 78.71 FEET; THENCE S37°43'00"W, A DISTANCE OF 58.63 FEET; THENCE S31°46'54"W, A DISTANCE OF 43.18 FEET; THENCE S47°08'30"W, A DISTANCE OF 39.89 FEET; THENCE S10°37'59"W, A DISTANCE OF 43.68 FEET; THENCE S14°39'33"E, A DISTANCE OF 74.46 FEET;

Appendix 7

THENCE S32°41'23"E, A DISTANCE OF 128.59 FEET; THENCE S00°19'58"E, A DISTANCE OF 52.88 FEET; THENCE S10°30'19"E, A DISTANCE OF 59.29 FEET; THENCE S09°50'25"W, A DISTANCE OF 30.57 FEET; THENCE S08°32'27"E, A DISTANCE OF 154.84 FEET; THENCE S00°19'56"E, A DISTANCE OF 90.53 FEET; THENCE S06°01'34"E, A DISTANCE OF 48.17 FEET; THENCE S28°56'55"W, A DISTANCE OF 43.10 FEET; THENCE S49°46'26"W, A DISTANCE OF 20.81 FEET; THENCE N88°20'38"W, A DISTANCE OF 326.99 FEET; THENCE N20°04'26"W, A DISTANCE OF 72.96 FEET; THENCE N28°37'35"W, A DISTANCE OF 42.25 FEET; THENCE N24°29'36"W, A DISTANCE OF 53.12 FEET; THENCE N28°37'29"W, A DISTANCE OF 32.76 FEET; THENCE N16°59'06"W, A DISTANCE OF 22.02 FEET; THENCE N42°13'47"W, A DISTANCE OF 36.82 FEET; THENCE N72°40'02"W, A DISTANCE OF 48.62 FEET; THENCE N81°17'06"W, A DISTANCE OF 42.39 FEET; THENCE S89°40'03"W, A DISTANCE OF 50.90 FEET; THENCE S89°40'09"W, A DISTANCE OF 45.46 FEET; THENCE S80°37'16"W, A DISTANCE OF 36.84 FEET; THENCE N50°26'18"W, A DISTANCE OF 125.08 FEET; THENCE S79°08'44"W, A DISTANCE OF 49.04 FEET; THENCE S60°32'13"W, A DISTANCE OF 25.65 FEET; THENCE S75°45'26"W, A DISTANCE OF 51.44 FEET; THENCE S55°53'47"W , A DISTANCE OF 39.24 FEET; THENCE S45°58'32"W, A DISTANCE OF 58.18 FEET; THENCE S30°33'15"W, A DISTANCE OF 43.33 FEET; THENCE S41°34'00"W, A DISTANCE OF 72.59 FEET; THENCE S38°34'25"W, A DISTANCE OF 77.47 FEET; THENCE S72°00'17"W, A DISTANCE OF 21.09 FEET; THENCE N56°33'35"W, A DISTANCE OF 25.80 FEET; THENCE N79°48'27"W, A DISTANCE OF 44.11 FEET; THENCE S80°03'10"W, A DISTANCE OF 40.08 FEET; THENCE N50°37'10"W, A DISTANCE OF 79.29 FEET; THENCE S77°06'13"W, A DISTANCE OF 36.50 FEET; THENCE N83°58'18"W, A DISTANCE OF 42.56 FEET; THENCE N48°36'29"W, A DISTANCE OF 23.11 FEET; THENCE N24°29'29"W, A DISTANCE OF 27.74 FEET; THENCE N53°42'58"W, A DISTANCE OF 44.64 FEET; THENCE N42°13'42"W, A DISTANCE OF 54.83 FEET; THENCE N79°48'29"W, A DISTANCE OF 76.43 FEET; THENCE N53°42'58"W, A DISTANCE OF 13.90 FEET; THENCE N61°11'57"W, A DISTANCE OF 47.99 FEET; THENCE S79°08'44"W, A DISTANCE OF 64.76 FEET; THENCE N69°57'02"W, A DISTANCE OF 4.12 FEET; THENCE N00°45'13"E, A DISTANCE OF 406.07 FEET; THENCE N53°23'37"W, A DISTANCE OF 30.62 FEET; THENCE N01°16'44"E, A DISTANCE OF 25.48 FEET; THENCE N90°00'00"E, A DISTANCE OF 550.00 FEET; THENCE N01°16'44"E, A DISTANCE OF 380.00 FEET; THENCE N90°00'00"E, A DISTANCE OF 2270.37 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 60° 28' 30" EAST FOR A DISTANCE OF 98.56 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 28° 06' 02", HAVING A RADIUS OF 250.00 FEET, HAVING AN ARC DISTANCE OF 122.61 FEET, AND WHOSE LONG CHORD BEARS SOUTH 45° 00' 00" EAST FOR A DISTANCE OF 121.39 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 29° 31' 30" EAST FOR A DISTANCE OF 98.56 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 17.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 53.175 ACRES, MORE OR LESS.

SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

Appendix 7

TOGETHER WITH:

PARCEL A-16:

A PORTION OF PARCEL "A-1", AVENIR, AS RECORDED IN PLAT BOOK 127, PAGES 85 THROUGH 109 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF PARCEL TRACT RBE6, AVENIR - POD 15, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 134, PAGE 179, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE, NORTH 00° 00' 00" EAST FOR A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING; THENCE, NORTH 90° 00' 00" WEST FOR A DISTANCE OF 3199.91 FEET; THENCE, NORTH 01°
30' 51" EAST FOR A DISTANCE OF 2231.97 FEET; THENCE, NORTH 40° 12' 41" EAST FOR A DISTANCE OF
37.09 FEET; THENCE, NORTH 02° 11' 39" EAST FOR A DISTANCE OF 830.19 FEET; THENCE, NORTH 90° 00'
00" EAST FOR A DISTANCE OF 1253.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 06° 43' 16", HAVING A RADIUS OF 859.00 FEET, HAVING AN ARC DISTANCE OF 100.77 FEET, AND WHOSE LONG CHORD BEARS SOUTH 06° 21' 05" WEST FOR A DISTANCE OF 100.71 FEET TO THE BEGINNING OF REVERS CURVETURE OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 09° 42' 43", HAVING A RADIUS OF 1285.00 FEET, HAVING AN ARC DISTANCE OF 217.82 FEET, AND WHOSE LONG CHORD BEARS SOUTH 04° 51' 22" WEST FOR A DISTANCE OF 217.55 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 260.45 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 47° 58' 46", HAVING A RADIUS OF 615.00 FEET, HAVING AN ARC DISTANCE OF 515.00 FEET, AND WHOSE LONG CHORD BEARS SOUTH 23° 59' 23" EAST FOR A DISTANCE OF 500.09 FEET; THENCE, SOUTH 47° 58' 46" EAST FOR A DISTANCE OF 66.28 FEET; THENCE, SOUTH 49° 54' 25" WEST FOR A DISTANCE OF 90.10 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 106° 38' 09", HAVING A RADIUS OF 271.00 FEET, HAVING AN ARC DISTANCE OF 504.37 FEET, AND WHOSE LONG CHORD BEARS SOUTH 03° 24' 40" EAST FOR A DISTANCE OF 434.66 FEET TO THE BEGINNING OF REVERS CURVETURE OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 20° 16' 05", HAVING A RADIUS OF 1259.00 FEET, HAVING AN ARC DISTANCE OF 445.37 FEET, AND WHOSE LONG CHORD BEARS SOUTH 46° 35' 41" EAST FOR A DISTANCE OF 443.05 FEET TO THE BEGINNING OF A COMPOUND CURVETURE OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 02° 55' 44", HAVING A RADIUS OF 1074.00 FEET, HAVING AN ARC DISTANCE OF 54.90 FEET, AND WHOSE LONG CHORD BEARS SOUTH 33° 18' 12" EAST FOR A DISTANCE OF 54.90 FEET TO THE BEGINNING OF REVERS CURVETURE OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 101° 32' 25", HAVING A RADIUS OF 266.00 FEET, HAVING AN ARC DISTANCE OF 471.41 FEET, AND WHOSE LONG CHORD BEARS SOUTH 82° 36' 32" EAST FOR A DISTANCE OF 412.09 FEET; THENCE, NORTH 46° 37' 16" EAST FOR A DISTANCE OF 214.46 FEET; THENCE, SOUTH 65° 34' 41" EAST FOR A DISTANCE OF 57.76 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 24° 25' 19", HAVING A RADIUS OF
885.00 FEET, HAVING AN ARC DISTANCE OF 377.23 FEET, AND WHOSE LONG CHORD BEARS SOUTH 77°
47' 21" EAST FOR A DISTANCE OF 374.38 FEET; THENCE, NORTH 90° 00' 00" EAST FOR A DISTANCE OF
225.20 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 192.48 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 90° 00' 00", HAVING A RADIUS OF 75.00 FEET, HAVING AN ARC DISTANCE OF 117.81 FEET, AND WHOSE LONG CHORD BEARS SOUTH 45° 00' 00" EAST

Appendix 7

FOR A DISTANCE OF 106.07 FEET; THENCE, SOUTH 90° 00' 00" EAST FOR A DISTANCE OF 254.16 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 651.84 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 29° 31' 30" WEST FOR A DISTANCE OF 98.56 FEET TO THE BEGINNING OF A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 28° 06' 02", HAVING A RADIUS OF 250.00 FEET, HAVING AN ARC DISTANCE OF 122.61 FEET, AND WHOSE LONG CHORD BEARS SOUTH 45° 00' 00" WEST FOR A DISTANCE OF 121.39 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 59° 03' 01", HAVING A RADIUS OF 100.00 FEET, HAVING AN ARC DISTANCE OF 103.06 FEET, AND WHOSE LONG CHORD BEARS SOUTH 60° 28' 30" WEST FOR A DISTANCE OF 98.56 FEET; THENCE, NORTH 90° 00' 00" WEST FOR A DISTANCE OF 17.00 FEET; THENCE, SOUTH 00° 00' 00" EAST FOR A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING.

CONTAINING 150.323 ACRES MORE OR LESS.

SUBJECT TO EASEMENTS, RESERVATIONS, AND/OR RIGHTS-OF-WAY OF RECORD.

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Page 112

CONSIDER RESOLUTION NO. 2023-01 LEVYING ASSESSMENTS WITHIN AVENIR (AA3)

TO BE DISTRIBUTED UNDER SEPARATE COVER

AVENIR COMMUNITY DEVELOPMENT DISTRICT

NOTICE OF PUBLIC HEARING TO CONSIDER REVISING THE RATES FOR CLUBHOUSE AMENITIES FOR THE FISCAL YEAR 2022/2023 AND NOTICE OF REGULAR BOARD MEETING.

The Board of Supervisors of the Avenir Community Development District will hold a Public Hearing (‘public hearing”) and Regular Board Meeting (“meeting”) on January 26, 2023, at 12:30 p.m. in the offices of Special District Services, Inc. located at The Oaks Center, 2501A Burns Road, Palm Beach Gardens, Florida 33410. The purpose of the public hearing is for the Board to consider revising and updating the rates for clubhouse amenities. A regular board meeting of the District will also be held at that time where the Board may consider any other business that may properly come before it. Specific legal authority for the revisions to the rate referenced below is Section 190.35, Florida Statutes, and the Amenity Rules Handbook of the Avenir Community Development District.

A copy of the agendas may be obtained from the District’s website or at the offices of the District Manager, 2501A Burns Road, Palm Beach Gardens, Florida 33410, Telephone: (561) 630- 4922 and/or toll free at 1-877-737-4922, during normal business hours.

The public hearing and meeting are open to the public and will be conducted in accordance with the provisions of Florida law for community development districts. The public hearing and meeting may be continued to a date, time, and place to be specified on the record at the meeting. There may be occasions when staff or Supervisors may participate by speaker telephone.

Any person requiring special accommodations at this meeting because of a disability or physical impairment should contact the District Office at (561) 630-4922 at least forty-eight (48) hours prior to the meeting. If you are hearing or speech impaired, please contact the Florida Relay Service at 1-800-955-8770, for aid in contacting the District Office.

Each person who decides to appeal any decision made by the Board with respect to any matter considered at the public hearing or meeting is advised that person will need a record of proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which such appeal is to be based.

Meetings may be cancelled from time to time without advertised notice.

Avenir Community Development District	
Fee Schedule FY 2022/2023	
CATEGORY	PATRON	NON- PROFIT	NON- PATRON	
ANNUAL MEMBER CLUB FEE – Non-Residents	$	3,000	N/A	N/A	
LEASE APPLICATION PROCESSING FEE	$	50	N/A	N/A	
MEMBERSHIP CARD/FOB REPLACEMENT FEE	$	25	N/A	N/A	

Afterhours Staffing Fee (After 10 p.m.)	$	55/hr	$	55/hr	$	55/hr	
CLUB RENTAL FEES AND DEPOSITS	
EVENT HALL – Non-Refundable Fee (6 Hours)	$	1,500	$	1,500	$	2,250	
EVENT HALL – Non-Refundable Fee (All Day)	$	2,800	$	2,800	$	4,760	
EVENT HALL – Refundable Deposit	$	500	$	500	$	500	
CLUBROOM – Non-Refundable Fee (6 Hours)	$	650	$	650	$	950	
CLUBROOM – Non-Refundable Fee (All Day)	$	1,350	$	1,350	$	1,850	
CLUBROOM – Refundable Deposit	$	500	$	500	$	500	
CAFE PAVILION – Non-Refundable Fee (6 Hours)	$	1,000	$	1,250	$	1,250	
CAFE PAVILION – Refundable Deposit	$	250	$	250	$	250	
LARGE PAVILION – Non-Refundable Fee (6 Hours)	$	800	$	1,000	$	1,000	
LARGE PAVILION – Refundable Deposit	$	250	$	250	$	250	
SMALL PAVILION – Non-Refundable Fee (6 Hours)	$	500	$	625	$	625	
SMALL PAVILION – Refundable Deposit	$	250	$	250	$	250	
TENNIS COURT (2 hours)	$	5	$	5	$	5	

AVENIR COMMUNITY DEVELOPMENT DISTRICT

www.avenircdd.org

PUBLISH: PALM BEACH DAILY BUSINESS REVIEW 01/12/23 & 01/19/23

RESOLUTION NO. 2023-02

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT MODIFYING AND SUPPLEMENTING CERTAIN RATES, FEES, AND CHARGES; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the Avenir Community Development District (the “District”) is a local unit of special purpose government created and existing pursuant to Chapter 190, Florida Statutes, being situated in Palm Beach Gardens, Palm Beach County, Florida; and
WHEREAS, the District is the owner of the Avenir Clubhouse and Recreational Amenities, located at 12255 Avenir Road, Palm Beach Gardens, Florida (the “Club Property”); and

WHEREAS, pursuant to Section 190.011, Florida Statutes, the District is authorized to adopt and modify rules, regulations, and rates pursuant to the provisions of Chapter 120, Florida Statutes, prescribing the conduct of the business of the District; and

WHEREAS, Section 190.035, Florida Statutes, authorizes the District to prescribe, fix, establish, modify, and collect rates, fees and other charges for facilities and services furnished by the District; and

WHEREAS, pursuant to Resolution 2022-12, adopted by the District Board of Supervisors (the “District Board”) at its meeting of October 27, 2022, the Avenir Community Development District Fee Schedule, including applicable District rates, fees and charges was modified and re-adopted; and

WHEREAS, the District Board of Supervisors has determined that it is necessary to supplement the Avenir Community Development District Fee Schedule with rates and fees for after hours events, the use of certain outdoor recreational areas affiliated with the Avenir Clubhouse, and
WHEREAS, the District’s Amenities Rules Handbook requires that the charges, rates, deposits, and fees applicable to the Club Property, and any changes thereto, be adopted by Resolution of the District Board of Supervisors in accordance with Section 190.035, Florida Statutes, and after a public hearing advertised at least ten (10) days prior to the public hearing; and

WHEREAS, the public hearing to consider the changes and re-adoption of the fee schedule pertaining to the use of the Club Property was advertised at least ten (10) days prior to the public hearing; and

WHEREAS, after a public hearing held in accordance with Section 190.035, Florida Statutes, the Board of Supervisors desires to amend and re-adopt the fee schedule pertaining to the use of the Club Property.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT, THAT:
Section 1.   The foregoing recitals are hereby incorporated as the findings of fact of the District Board of Supervisors.
Section 2. The Avenir Community Development District Fee Schedule is hereby amended and replaced with that which is attached hereto and incorporated herein as Exhibit “A”. Any fees, rates, or charges not specifically modified by this Resolution shall be unchanged and shall remain in effect as previously adopted and approved by the District Board of Supervisors.
Section 3.  The District Manager is hereby directed to take all actions consistent with this Resolution.
Section 4.  All Resolutions or parts of Resolutions in conflict herewith are hereby repealed to the extent of such conflict.
Section 5.   If any clause, section or other part or application of this Resolution is held by a court of competent jurisdiction to be unconstitutional or invalid, in part or as applied, it shall not affect the validity of the remaining portions or applications of this Resolution.
Section 6. This Resolution shall take effect immediately upon adoption. Rentals previously reserved and paid for under the rates, charges, deposits and fees in effect prior to this Resolution shall be unaffected by the adoption of this Resolution.

PASSED AND ADOPTED in the Public Session of the Board of Supervisors of the Avenir Community Development District, this 26th day of January 2023.

AVENIR COMMUNITY
Attest:	DEVELOPMENT DISTRICT

Jason Pierman, Secretary	Virginia Cepero, Chair

EXHIBIT “A”

[to be amended by management before presenting]

Avenir Community Development District	
Fee Schedule FY 2022/2023	
CATEGORY	PATRON	NON‐PROFIT	NON‐PATRON	
ANNUAL MEMBER CLUB FEE – Non‐Residents	$	3,000	N/A	N/A	
LEASE APPLICATION PROCESSING FEE	$	50	N/A	N/A	
MEMBERSHIP CARD/FOB REPLACEMENT FEE	$	25	N/A	N/A	
Afterhours Staffing Fee (After 10 p.m.)	$	55/hr	$	55/hr	$	55/hr	
CLUB RENTAL FEES AND DEPOSITS	
EVENT HALL – Non‐Refundable Fee (6 Hours)	$	1,500	$	1,500	$	2,250	
EVENT HALL – Non‐Refundable Fee (All Day)	$	2,800	$	2,800	$	4,760	
EVENT HALL – Refundable Deposit	$	500	$	500	$	500	
CLUBROOM – Non‐Refundable Fee (6 Hours)	$	650	$	650	$	950	
CLUBROOM – Non‐Refundable Fee (All Day)	$	1,350	$	1,350	$	1,850	
CLUBROOM – Refundable Deposit	$	500	$	500	$	500	
CAFE PAVILION – Non‐Refundable Fee (6 Hours)	$	1,000	$	1,250	$	1,250	
CAFE PAVILION – Refundable Deposit	$	250	$	250	$	250	
LARGE PAVILION – Non‐Refundable Fee (6 Hours)	$	800	$	1,000	$	1,000	
LARGE PAVILION – Refundable Deposit	$	250	$	250	$	250	
SMALL PAVILION – Non‐Refundable Fee (6 Hours)	$	500	$	625	$	625	
SMALL PAVILION – Refundable Deposit	$	250	$	275	$	275	
TENNIS COURT (2 hours)	$	5	$	5	$	5	

Last revised January 26, 2023

* ANY FEES, RATES, AND CHARGES NOT SPECIFICALLY MODIFIED OR ADDRESSED IN THIS FEE SCHEDULE SHALL BE UNCHANGED AND SHALL REMAIN IN EFFECT AS PREVIOUSLY ADOPTED AND APPROVED BY THE BOARD OF SUPERVISORS OF THE AVENIR COMMUNITY DEVELOPMENT DISTRICT.

CAULFIELD & WHEELER, INC.
Consulting Engineers• Surveyors & Mappers

Engineering EB0003591 Surveying LB0003591
Landscape Architecture LC0000318

Date: January 17, 2023	Proposal # 01-23-080

Virginia Cepero Avenir COD
550 Biltmore Way, Suite 1110 Coral Gables, FL 33134

Re:		Agreement for professional Agreement for professional services relating to the "Avenir Spine Road 5 Seacoast Utility Authroity Easements" project located in the City of Palm Beach Gardens, Palm Beach County, Florida.

Dear Mrs. Cepero:

Thank you for the opportunity to present you with this agreement for professional services for the "Avenir Spine Road 5 Seacoast Utility Authroity Easements" The scope of this agreement is to provide professional Surveying services of the subject property.

SCOPE OF SERVICES

	SKETCH OF DESCRIPTION FOR AVENIR SPINE ROAD 5 SEACOAST UTILITY AUTHORITY EASEMENTS (12 Total Easements)

Consultant shall prepare a sketch and legal description for the propose AVENIR Spine Road 5 Seacoast Utility Authority Easements, in accordance with the Standards of Practice set forth in Chapter 5J-l 7 adopted by the Florida State Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes.

Fee	$4,200.00

Page 2 - January 17, 2023
Proposal # 01-23-080
Avenir Development LLC

MISCELLANEOUS SERVICES

Any other miscellaneous services outside the scope of this contract, requested by the Client, will be performed at the prevailing hourly rates based upon actual work performed.

Principals	$190.00/hr.
Expert Witness Testimony	$275.00/hr.
Laser Scanning Survey Crew	$250.00/hr.
GPS Survey Crew	$165.00/hr.
Robotic Survey Crew	$140.00/hr.
Field Survey Crew	$140.00/hr.
Professional Land Surveyor	$140.00/hr.
Engineering Design	$140.00/hr.
Landscape Architect/Site Planning	$135.00/hr.
CADD/Technician/Draftsperson	$100.00/hr.
Office Technician	$75.00/hr.
Engineering Inspector	$90.00/hr.
Prints	$0.30/s.f.
Mylars	$4.50/s.f.
Federal Express/Overnight Deliveries ......................................Cost plus I 0% Courier Deliveries .....................................................................Cost plus I 0%

GENERAL PROVISIONS

The terms of this agreement shall be effective for one (1) year from the date of execution of this contract and may be renegotiated at the option of the Consultant.
Receipt of this agreement (signed by all parties) shall be considered by Caulfield &
Wheeler, Inc. as notice to proceed.
Statements for the professional services rendered by Caulfield & Wheeler, Inc. under this agreement will be invoiced monthly based on a work-in-progress or completed basis and payment is due upon the Client's receipt of the invoice or statement. Invoices not paid within 60 days of the date of the invoice shall be deemed delinquent. Upon any invoice or statement becoming delinquent, Caulfield & Wheeler, Inc. may:

Deem this agreement terminated. Caulfield & Wheeler, lnc. and Client shall thereupon have no further rights or obligations under this agreement and all fees and costs owed by Client through the date of termination shall be immediately due and payable; and/or

Page 3 - January 17, 2023
Proposal # 01-23-080 Avenir Development LLC

Withhold all work product of Caulfield & Wheeler, Inc. under this agreement, including all drawings, surveys, plats, reports, calculations, specifications, and all other data, and not deliver the same to the Client, and discontinue performing and providing professional services under this proposal until payment in full of all outstanding statements is received; file lien against the property for all outstanding invoices.

Client acknowledges that Consultant will not be held liable for any damages incurred resulting from Consultant withholding work product or discontinuing services due to delinquency of payment of invoices on the part of the Client. Caulfield & Wheeler, Inc. may request that the final statement be paid simultaneously with the delivery to the Client of the final work product due under this agreement. Fees for Caulfield & Wheeler, Inc.'s professional services under this agreement and costs incurred shall be due and payable by Client whether or not the Client, for any reason, fails or elects not to proceed with the Project.

The Client shall be responsible for the payment of all reimbursable items (i.e. blueprints, printing, Engineering mylars, plat mylars, authorized travel, filing fees, permits, assessments, or governmental related fees).
The obligation to provide further services under this agreement may be terminated by either party upon receipt of written notice within seven (7) days in the event of a substantial failure by the other party to perform in accordance with the terms hereof through no fault of the terminating party. In the event of any termination, Consultant shall be paid for all services rendered to the date of termination including all reimbursable expenses and terminating expenses.
Revisions and/or additional services requested outside the scope of this agreement will be invoiced at the prevailing hourly rates.
All electronic files are the property of Caulfield & Wheeler, Inc. Hard copies of the data contained in the electronic files will be provided to Client upon request.
This Agreement may be assigned to another entity upon payment in full of outstanding invoices sent prior to the assignment request.

PURSUANT TO FLORIDA STATUTE 558.0035, AN INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE.

 

Page 4 - January 17, 2023
Proposal # 01-23-080
Avenir Development LLC

This agreement, consisting of four (4) pages, represents the entire understanding between Caulfield & Wheeler, Inc., Consultant; and Avenir Development LLC., Client, with respect to the project and may only be modified in writing signed by all parties.

Sincerely,

'

Caulfield & Wheeler Inc.

--
David P. Lindley, PLS Vice President

Accepted by:
Avenir	ommunity Development District

Yi

Print Name Chairperson

Title
January 18, 2023
Date

Z:\PROPOSALS-BIDS\Pending\2023

Monthly Managers Report January 18, 2022

Date of Report:1/18/2022	  Submitted by: Richard Salvatore

Completed Tasks
Fitness services have begun at the clubhouse.
Weekly Schedule includes Monday & Saturday Yoga, Wednesday Zumba

Ongoing Tasks
Partnerships with the individual builders are being established to help streamline the registration process for newly closed residents.
The maintenance cart had operational issues beginning the week of 1.2.23.
Cart was picked up for service & repair on 1.6.23, awaiting return.

Future Items
Installation of lighting along the newly poured sidewalk is needed for after-hours gym access.
Addition of the following items:
Storage shed near the pump station.
“Push to exit” button on Aerobics room door, for after-hours fire exit compliance.
Emergency callbox in the gym, for afterhours emergencies.
Security camera I the main entry hallway to provide security and surveillance for the only portion on the clubhouse without it.
Access card system on all perimeter gates, allowing for better security & to keep non-patrons from using amenities.
Access card system to the pickleball gate, allowing for better security & to keep non-patrons from using amenities.
Connecting fence & gate leading to the tennis courts, addition of access card system, allowing for better security & to keep non-patrons from using amenities.

Items for consideration
Play Academy as an approved vendor for Pickleball Services.
Tennis Preserve, LLC as an approved Vendor for Tennis services.
Fee schedule adjustment to allow for after hour rentals and for non-patron rentals of “Large Pavilion” and “Café Pavilion”.

Page 123

Lifestyle Directors Report

Date of Report: January 18, 2023			Submitted by: Gina Todd Sanchez

Completed Events:
Pickleball & Tennis Open House – Saturday, January 14th
BRRRR….the cold weather did not keep our Avenir patrons and guests from keeping up with their New Year’s Resolutions and participating in the pickleball and tennis open house with Play Academy. Families, Adults, and children of all ages had the opportunity to participate in two separate 45 minute class instructions, learning the basics of tennis and pickleball. They then put their skills to the test against each other with team play.

Shivering hands quickly turned to smiling faces as residents were able to meet and socialize with new neighbors in a friendly but competitive environment.

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Upcoming Events:

Screen on the Green – Friday, January 20th

Patrons are invited to grab their superhero capes and join their neighbors on the Event Lawn for the showing of “DC League of Superpets” , all while enjoying some popcorn and refreshments.

“Fit Camp” Class – Saturday, January 28th
Patrons and their guests are invited to the Fitness Center to enjoy an hour of fun and sweat! A great way to keep working on those New Years Resolutions. Mele Fitness Solutions will be giving the class instruction.

Fitness Classes:
The Yoga and Zumba Classes have commenced for the Avenir Patrons with Mele Fitness Soulutions. Classes at the Fitness Center are available as follows:

Yoga – Mondays 9:00am & Saturdays 8:00am

Zumba – Wednesday 6:30pm

We have had a few patrons
participate in the classes and we are looking forward to growing the program.

Avenir Patron Rentals:
Patron Rental of Small Pool Pavilion – December 3, 2022
The small pool pavilion was rented by an Avenir patron to celebrate their son’s birthday.

There were approx 20 guests in attendance.The celebration included a spread of food, drinks, and cake of course!

Page 125

Field Operations Manager Report

Date Submitted: 01\18\2023			Submitted by: Jorge Rodriguez

Completed Tasks
Stainless steel satin finish commercial grade kick plates for inside doors have been installed.
The cracks in the hard floor tennis courts have been repaired, as of 1.16.23.
Installation of the east fountain fixture pump motor which replaced a burned out motor.
All tennis courts and pickleball court’s nets have been washed and restored to like-new condition.
All pool chairs and lounge chairs on the deck pool have been cleaned with a light pressure wash.
The beach pool feature fountain filters have been cleaned; the damaged ones replaced.
All the outside recessed lighting covers have been removed and cleaned, removing all bugs and webs.

Weekly Projects
Garbage cans on the clubhouse grounds are checked and emptied daily
Garbage cans on Avenir drive are checked and emptied twice weekly.
All outside and inside building lights fixtures are inspected weekly.
6 Clay Tennis Courts are raked and rolled every week
All 8 hard floor Tennis Courts and pickleball courts are blown daily to clean debris.
Club House grounds, sidewalks, parking lots, and playgrounds are blown daily.
A deep spider web cleaning around the Club House and the Playgrounds is completed weekly.
All pools, splash pad, spa, and fountains are maintained daily to health department standards.
Equipment on both playgrounds is tightened and adjusted twice monthly.
Exterior fans and pavilions are cleaned weekly.
Current and Ongoing Projects
All 4 dog waste garbage stations have been received, installation on Avenir drive will begin this month.
The installation of the wild animal signs around the lakes is still ongoing.
Estimates have been received to replace ground lighting and outlets around various palm trees on clubhouse grounds that were damaged by the landscaping vendor. Landscaping vendor will be back billed for the repair and replacement of such appliances.

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Page 128

TENNIS & PICKLEBALL
CLASSES

Page 129

CLUBHOUSE MANAGEMENT UPDATE

TO BE DISTRIBUTED UNDER SEPARATE COVER

Page 130